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Permit M19-0159 - SHASTA BEVERAGE / CAN LINE 2 - NEW PALLETIZER MACHINE - Redo last plan
SHASTA BEVERAGE, INC - PALLETIZER CAN LINE 2 1227 ANDOVER PARK E Apn: 3523049072 FINALED 04/22/2021 M19-0159 Parcel No: Address: Project Name: �~^�xx °�� Tukwila ���� ��n vK�x����n�� � Department ofCommunity Development 630O5muthcenterBoulevard, Suite #1OD Tukwila, Washington 9Q1D9 Phone: 206~431'3670 Inspection Request Line: 205-438'9350 Web site: http://www.TukwilaWA.gov MECHAN] CAL PERMIT 3523049072 Permit Number: K4I9-0159 Issue Date: 8/26/2020 Permit Expires On: 2/22/2021 Owner: Name: Address; Contact Person: Address: Contractor: Name: Address; License No: Lender: Name: NATIONAL BEVERAGE CORP 81005VV10TH STSTE4O0O' PLANTATION, WA, 333Z4 l9lGBONA]RDRSW, SEAT7IE,WA, 98116 AFFIDAVIT NBL]OHN50N ''' "I Phone: (206)433-8997 Phone: Expiration Date: DESCRIPTION OFWORK: INSTALL NEW PALLETIZER MACHINE ONTO CAN LINE 2, TO INCLUDE CONVEYOR TIE INS, ANCHOR BOLTING AND EQUIPMENT. Valuation ofWork: $120,00000 Type cdWork: REPLACEMENT Fuel type: GAS Fees Collected: $1,720.66 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKVV|L4 Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila-. International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: ized Signature: National Electrical Code: VVACities Electrical Code: VVACZ96-468: VVAState Energy Code: 2017 2017 2017 2015 Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions ufany other state orlocal laws regulating construction orthe performance ofwork, |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: VU lk� Print Name: Date: 10*1 xie This permit shall become null and void if the work is not commenced within 180 days for the date of issuance,or if the work is suspended orabandoned for aperiod of18Udays from the last inspection. PERMIT CONDITIONS: l: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification, New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. Z436). Z: Sprinklers shall beinstalled under fixed obstructions over 4feet (l2m)wide. (NFPAl3'8.6.S3.3) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z4J6and #Z437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition orviolation. S: These plans were reviewed byinspector 5ll. |[ you have any questions, please call Tukwila Fire Prevention Bureau at(206)57544O7. G: ***BU|LD|NGPERMIT [OND|T|ON5~* 7: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 8: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 9: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|el7OS.3. lU: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by Washington Association ofBuilding Official Certified welder. lI: Installation of hig-h-strength bolts shall be periodically inspected in accordance with AISC specifications. 12: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 13: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports tothe Building Official in a timely manner. 14: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall besubmitted <othe Building Official pflnr^oand asa condition of final inspection approval. 15: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure isinaddition to any requi/ement-sfor special inspection. 0 0 16: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.Tukwi I aWA. gov Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: °1-2J-k- 19 (For office use only) ao- MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 1227 Andover Park East King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: 1 Tenant Name: Shasta Beverage Inc Palletizer Can Line 2 New Tenant El Yes 12]..No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Install new palletizer machine onto Can Line 2, to include conveyor tie ins, anchor bolting and equipment 120,000 Use: Residential: New Commercial: New Fuel Type: Electric Replacement Replacement Gas El Other: liAApplications \ Forms -Applications On Line \ 2016 ApplicationsWechanical Permit Application Revised I-4-16,doc Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor fumace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heatirefrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfrn Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 bp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; Construction and property maintenance during the daytime hours (7am-10pm); Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY TIIAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R O A 4t ORIZEB AGENT: Signature: David Kehle Date 08/23/2019 Print Name: Day Telephone: 2°6-433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip HAApplications \FommiApplications On Linek2016 ApplicationsWechanical Permit Application Revised 1 -ilii.16.docs Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R21426 DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $2,752.30` M19-0152 Address: 1227 ANDOVER PARK E Apn: 3523049072 $815.11` Credit Card Fee '` $23.74 Credit Card Fee R000.369.908.00.00 0.00 $23.74 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE R000.322.100.00,00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $37.68 M19-0159 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,389.76 Credit Card Fee $40.48 Credit Card Fee R000.369.908.00.00 0.00 $40.48 MECHANICAL $1,285.03 PERMIT FEE R000.322.100.00.00 0.00 $1,251.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $64.25 TECHNOLOGY FEE R000.322.900.04.00 0.00 $64.25 M20-0068 Address: 1227 ANDOVER PARK E. Apn: 33523049072 $308.42 Credit Card Fee $8.98 Credit Card Fee R000.369.908.00.00 0.00 $8.98 MECHANICAL $285.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.08 0.00 $33.15 PERMIT FEE R000.322.100.00.08 0.00 $252.03 TECHNOLOGY FEE - $14.26 TECHNOLOGY FEE R000.322.900.04.00 0.00 $14.26 PG19-0125 Address: 1227 ANDOVER PARK E Apn: 3523049072 $239.01 Credit Card Fee $6.96 Credit Card Fee R000.369.908.00.00 0.00 $6.96 GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100,00.00 0.00 $68.00 PLUMBING $118.00 PERMIT FEE R000.322.100.00.00 0.00 $83.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 Date Paid: Wednesday, August 26, 2020 Paid By: WILLIAM N JOHNSON Pay Method: CREDIT CARD 02708D 7n"7n 11•fQ Ann of 11.111111 Cash Register Receipt City of Tukwila Receipt Number R21426 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,752.30 PG19-0125 Address: 1227 ANDOVER PARK E n: 3523049072 239.01 TECHNOLOGY FEE $11.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $11.05 TOTAL FEES PAID BY RECEIPT: R21426 $2,752.30 Date Paid: Wednesday, August 26, 2020 Paid By: WILLIAM N JOHNSON Pay Method: CREDIT CARD 02708D Printed: Wednesday, August 26, 2020 11:08 AM 2 of 2 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/26/2020 11:07:56 AM CREDIT CARD SALE VISA CARD NUMBER: **********8930 K TRAN AMOUNT: $2,752.30 APPROVAL CD: 02708D RECORD #: 000 CLERK ID: Bill {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy eoin csrvi-“7,..rerp.rvac1 onrrt Anrtria 1Mp.roll rithrarleartinn rine?d criat ohl\A ethnri=nrintT r R/9h/9nm Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $468.82 M19-0159 Address: 1227 ANDOVER PARK E Apn: 3523049072 $330.90 Credit Card Fee $9.64 Credit Card Fee I R000,369.908.00,00 0.00 $9,64 MECHANICAL $321.26 PLAN CHECK FEE R000.322.102.00.00 0.00 $321.26 PG19-0138 Address: 1227 ANDOVER PARK E Apn: 3523049072 $137.92 Credit Card Fee $4.02 Credit Card Fee R000.369.908.00.00 0.00 $4.02 GAS $128.75 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 TECHNOLOGY FEE $5.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18652 R000.322.900.04.00 0.00 $5.15 $468.82 Date Paid: Tuesday, September 24, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 024781 Printed: Tuesday, September 24, 2019 9:54 AM 1 of 1 YSTEMS CO TVKWILx ETKAKIT 6200 SVUTHCENTER 8LVD TUKwILA, WA 98188 206'433'I870 CITY OF TUKWILA 0017340008802374464500 Date: 09/24/I019 09:54:10 AM CREDIT CARD SALE VISA CARD NUMBER ********5811 K T»AN AMOUNT: $468.83 APPROVAL [D: 92478I xE[0KD #: 000 CLERK ID: kandwcc X {CARDHOLDER'S SIGNATURE} Z AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING 0THE CARD ISSUER AGREEMENT Thank you! Merchant Copy Permit Inspections city of Tukwila Permit Number: M19-0159 Description: SHASTA BEVERAGE, INC - PALLETIZER CAN LINE 2 Applied: 9/24/2019 Approved: 8/24/2020 Issued: 8/26/2020 Finaled: 4/22/2021 Status: FINALED Parent Permit: Parent Project: Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGE, INC - PALLETIZER CAN LINE 2 Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - NEIL JOHNSON Details: INSTALL NEW PALLETIZER MACHINE ONTO CAN LINE 2, TO INCLUDE CONVEYOR TIE INS, ANCHOR BOLTING AND EQUIPMENT. This permit is conveyor infeed for can line 2 palletizer. i1. SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 12/1/2020 12/1/2020 FIRE FINAL AARON JOHNSON APPROVED Notes: approved as installed. scope only incudes install with no supporting fire permitting. no sprinkler obstruction. 12/1/2020 12/1/2020 SPRINKLERS AARON JOHNSON APPROVED Notes: Sprinkler protection for the Palletizer not called out in the plans nor is existing unit covered with sprinkler protection. Reserve the right to additional review however at this time, seeing no sprinkler requirement from review, sprinkler approved as not necessary. 1/21/2021 PM 1/21/2021 MECHANICAL FINAL Lee Sipe NOT APPROVED 470-589-0132 - Neil Johnson Notes: 1. Need special inspection for anchoring of equipment. (Fire dept. has finaled and approved.) 2/3/2021 PM 2/4/2021 MECHANICAL FINAL Lee Sipe NOT APPROVED 470-589-0132 - Neil Johnson Notes: Missing bolts and Special Inspections along with installation of bolts. at chain feed, stairs to walkway. 4/22/2021 PM 4/22/2021 MECHANICAL FINAL Lee Sipe APPROVED 470-589-0132 - Neil Johnson Notes: Printed: Tuesday, 19 October, 2021 1 of 1 kk SUPERION ( ' "Y6 '4.01$.,4488$ hRE 4:7 443?535 IfTN 7-7 hoChINE 4.3.1745 'R3 NEC31SS.47, 0036.6,0* 7304 .4)0Aa' 2 7a.s $XLS '593 PLes sifivon Afr..) ihhaRS F04 TX "N"TEEZ :P.,raEz erti-Ps NE SOF. 3465 Thf, NFEEs. 93 45aT37E: s. 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L50 P8'.10JV 4000 LeS htka 10.0404 REAC1M LOU AI Plfk 070 c0,S ascrokk coV08 41,reuicititiEr Fee hoCHNE. 4.c DOC 1£6, 0057ChtER'S RECEPONC 0009 SIZE liorN,HFK:ICC2 SRECA. hoCHNE FECJRZS AAO OPP*: THIPifR sITIPS Q u5',51 0[1,31F INTFROCK MR R0157 LTA 40 OPEPAIED SEE, OAILS 4.'MOTOR MEN fli0+4T5,89 MITA PLAMIRM rREOUENCY 04i i40C BUM 70.394 QV 314,15 3/4 ith41.0, 3 ,51.4 5iAN molten. CON'TkOLS STATION TO? WV; i--- -- - --- - - ---- - - - - 5 11138,t, 1 I , *MO ITV FOR A LAYR 3937R00110.7 303 185 I „? 1. I I I c R dANCE r Avo 4 4 tutc 4331 Y' 94 4 MATEZikLHANDLIN RING EST. Wei CAROUSELS LOCKERS SHUTTLES RACK BLOGS DRIVE-IN PLATFORMS SEISMIC ANALYSIS HEADER STEEL DESIGN SHELVING CONVEYORS MACHINERY STAIRS RACK CANOPIES FLOW SELECTIVE CAD DRAWINGS PERMITTING SERVICE CATWALK FENCES MEZZANINES STRIXTURALS CANTILEVER HANDSTACK SHEDS PRODUCT TESTING SUBMITTAL SERVICE RIVET FOOTINGS MODULAR OFFICES TANK SUPPORTS CATWALKS PUSH BACK STORAGE FIELD INSPECTION STATE APPROVALS STEEL FOUNDATIONS PARTITIONS VERTICAL LIFTS MOVABLE GONDOLAS PICK MODULES VRC SPECIAL Licensed in All 50 States Analysis of Catwalk Supports For Shasta Beverages, Inc. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2020 of Tukwila SION 1227 Andover Park East Tukwila, WA 98188 Approved By Sal E. Fateen, P.E. 06/18/2020 Cr. RECEIVED CITY OF TuKvoLA JUL 28 2020 PERMIT CENTER Digitally signed by Sal Fateen Date: 2020.06.22 0837:17 -0700' EXPIRES 4-12-2022 1130 E. Cypress St. • Covina • CA 91724 • TEL: 909-869-0989 FAX: 909-869-0981 iln.14) 0(51 SEIZMIC INC MATERIAL HANDLINIG,,ENdINEERING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage 2 Intellig rated OF 25 M.T. DATE 6/18/2020 Table of Contents Description Page Title Page Table of Contents 2 Project Scope and Parameters 3 Summary 4 Loads and Distribution 5 Member Analysis 6 to 13 Connection Analysis 14 to 15 Joint Reactions 16 Base Plate Analysis 17 Slab Analysis 18 Joint Reactions with clo 19 to 20 Anchor Analysis 21 to 25 PROJECT FOR SHEET NO. 3 OF Shasta Beverage Intelligrated CALCULATED BY M.T. 25 DATE 6/18/2020 Platform s Project Scope: The purpose ofthis analysis iotoensure that the system complies with the specifications set forth in the 2018 International Building Code. The system will beanalyzed with respect tothe most critical configuration and forces resulting from both static and seismic fon The system is prefabricated. Any field welding will require to be performed by a certified welder under continuous special inspection byadeputy inspector approved bythe local municipality. Project Parameters: The system will be analyzed as an Ordinary Moment Resisting Frame System, utilizing Chapter 15 ASCE 7-16 The system is completely stabalized by the beam to column connection and will use the following formula to justify its adequac V=OsxVVseiumin Fa= 1.000 Ss = 1.482 8dm=U.955 | = 1.00 R = 2.50 Fa= 1.500 81 ~ 0.534 Sd1 = 0.534 Do = 2.50 CU=2.5U Oo= Sdax|/R =O.381A VVsewmic=wDL wDL-framing'07R|b wLLmaimtenxmms'00.Opsf Project Speeftations; Steel 'Tubeo AstmA5DOGrade 8.Fy=4O,0O0poo VV-Bemmo.AnbnA092.Grade 50.Fy = 50,000 psi Bolts 'AstmA325U.N.CL Welds '1/8" MimimumE70XX Anchors ' (1)1/2"0xO'3/8'Minimum Embedment Simpson Strong Bolt 2|CCESR3O37orequal Slab 'O^x4.O0Opsi Tom- S LSEIZMIC - it �INJ - r MATERIAL HANDLING INEgRINC Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage I ntellig rated 4 OF M.T. 25 DATE 6/18/2020 Summary for Catwalk :es y Posts Frame Beam I Knee Brace TS3x3x1/4 Stress = 0.09 Ok C4 x 5.4 or TS3 x 1/4 Stress = 0.04 3/16" E70XX Full welds Stress = 0.28 Ok L2x2x3/16 Stress = 0.08 3/16" E70XX Full welds Stress = 0.23 Ok Base P ate Anchors S ab & Sol 6-1/4 x 3-1/2 x 1/4 Stress = 0.92 Ok (1) 1 /2"0 x 3-3/8" Stress = 0.22 Ok 6" x 4,000 psi w/ 1,500 psf Stress = 0.06 Ok SEIZMIC MATERIAL HANDLIt4Gsfifd-INEERING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. Shasta Beverage Intelligrated 5 CALCULATED BY OF 25 M.T. DATE 6/18/2020 Loads & Distribution TABLE: Material List - By Section Property Section Text HSS3X3X,250 C4x1-3/4x1/4 L2X2X3/16 C4X5.4 Deck Misc ObjectType Text Frame Frame Frame Frame Input Input Wseismic = wDL = 1,098 lb V = Cs x Ws = 0.382 x 1098 lb = 4191b TABLE: Auto Seismic - 2018 IBC LoadPat Text Seismic X Seismic Y Omega Unitless 2 2 Fa Unitless 1.2 1.2 Dir Text X Y Cd Unitless 2.5 2.5 Fv Unitless 1.5 1.5 NumPieces Unitless TotalLength TotalWeight in Lb 10 719 in 498 lb 6 362 in 172 lb 2 43 in 9 lb 2 61 in 27 lb 2 234 lb 2 159 lb PercentEcc Unitless 0.05 0.05 Unitless 1 1 SOS Unitless 0.954667 0.954667 Load Combination is based on Section 2.4 of ASCE 7-10 1-UDSIL #1 2 3 4 I L 1.i, 4 ag (--UU5 b, I, & 1,098 Ib (1.2+0,2Sds) = 1.39 (0.9-0.2Sds) = 0.71 EccOverride PeriodCalc CtAndX UserZ R Yes/No Text Text Yes/No Unitless No Prog Calc 0.028ft, 0.8 No 2.5 No Prog Calc 0.028ft, 0.8 No 2.5 AccOptIon Ss Si TL SiteClass Text Unitless Unitless Sec Text User 1.432 0.534 8 D User 1.432 0.534 8 D SDI TUsed CoeffUsed WeightUsed Unitless Sec Unitless Lb 0.534 0.2217 0.381867 1,097 ib 0.534 0.1051 0.381867 1,097 lb 1,4 U 1.2(D + F T 1.6 L 0.5(Lr or S or R) 1.20 + 1. (Lr or ' or H + (L or 0.8W) 1.2D + 1.6W + L + 0.5(Lr or S or R) .`e+u.zbasiu + .utp + L + U. U.9U 4- 1 ± 1.15H ku.9-u2ds)u .utp + 1.V1 Resultant Load Combination 1.40 Not Used Not Used Not Used 1 .W L 1 .Ut NO USal vvs ± 1.ut BaseShear Lb 4191b 4191b 0'0.ZZ 000ZdVS PROJECT FOR SHEET NO. Shasta Beverage Intelligrated 6 OF CALCULATED BY M.T. 25 DATE 6/18/202C 0 cto 7K- in a. cr PROJECT FOR SAP2000 smanr NO CALCULATED BY hISC 0 6 STEEL SECTION CHECK (Summary for Combo and Station) Units lb, in, F Shasta Beverage Inte!ligrated 7 OF Frame 6 X Mid: 52.25 Length: 104.688 Y Mid: O. Loc : 74.313 Z Mid: 52.344 Combo: COMB4 Shape: HSS3X3X.250 Class: Non -Compact .T. DATE 1 / Design Type: Column Frame Type: OMF Princpl Rot: O. degrees Provision: LRFD Analysis: Direct Analysis D/C Limit=1. 2nd Order: General 2nd Order Reduction: Tau-b Fixed A1phaPr/Py=0.026 A1phaPr/Pe=0.018 Taub=1. EA factor=0.8 El factor=0.8 Ignore Seismic Code? No Ignore Special EQ Load? No D/P Plug Welded? Yes SDC: D R=2.5 PhiB-0.9 PhiS=0.9 1=1. Omega0=2. PhiC=0.9 PhiS-RI-1. A=2.44 I33=3.02 J=5.08 I22=3.02 E=29000000. F 46000. RLLF=1. Fu 58000: Rho=1. Cd=2.5 PhiTY-0.9 PhiST=0.9 r33..1.113 r22=1.113 Ry=1.1 HSS welding: ERW Reduce HSS Thickness? No STRESS CHECK FORCES & MOMENTS (Combo COMB4) Location Pu Mu33 74.313 -2875.827 20346.342 Sds=0.955 PhiTF=0.75 S33=2.013 S22=2.013 z33=2.48 z22-2.48 Av3=1.398 Av2=1.398 Mu22 Vu2 Vu3 Tu 15.427 2490.103 -2.281 2.884 PMM DEMAND/CAPACITY RATIO (H1-1b) D/C Ratio: 0.218 - 0.019 + 0.198 + O. (1/2)(Pr/Pc) + (Mr33/Mc33) + (M122/Mc22) AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1-1b) Factor L Kl K2 B1 B2 Cm Major Bending 0.71 1. 1. 1. 1. 1. minor Bending 0.497 1. 1. 1. 1. 1. Lltb LTB 0.497 Kltb Cb 1. 1.182 Pu phi*Pnc phi'Pnt Force Capacity Capacity Axial -2875.827 74824.507 101016.002 Major Moment Minor Moment Torsion AR CHECK Major Shear Minor Shear Mu phi*Mn phi*Mn phi*Mn Moment Capacity No LTB Cb=1 20346.342 102672.001 102672.001 102672.001 15.427 102672.001 Tu Tn phi*Tn Moment Capacity Capacity 2.884 97123.526 87411.174 Vu phi*vn Stress Status Force Capacity Ratio Check 2490.103 26635.087 0.093 OK 2.281 26635.087 8.562E-05 OK CAUsersUntorresOesktop1Myron's Current Projects\Shasta Beverages 20-1283lCatwalk Analysis1CattlitRO2BendtM SAP2000 PROJECT FOR SHEET NO. Shasta Beverage Intelligratecl 8 OF 25 CALCIAATEDErf RISC 360-16 STEEL SECTION CHECK (Summary for Combo and Station) Units : lb, in, F Frame : 11 X Mid: 44.656 Combo: COMB3 Length: 21.478 Y Mid: 30.375 Shape: L2X2X3/16 Loc : 10.739 Z Mid: 81.906 Class: Compact M.T.DATE 6/1 8/202b Design Type: Brace Frame Type: OMF Princpl Rot: 45. degrees Provision: LRFD Analysis: Direct Analysis D/C Limit=1. 2nd Order: General 2nd Order Reduction: Tau-b Fixed A1phaPr/Py=0.15 A1phaPr/Pe=0.058 Tau_loml. EA factor=0.8 El factor-0.8 Ignore Seismic Code? No Ignore Special EQ Load? No Di? Plug welded? Yes SDC: D 1=1 . Rho-1. R=2.5 Omega0-2. Cd=2.5 PhiB=0.9 PhiC=0.9 PhiTY=0.9 PhiS=0.9 PhiS-RI=1. PhiST=0.9 A=0.722 J=0.009 Ixy=-0.162 Rot= 45. deg E-29000000. RLLF=1. 133=0.271 122=0.271 Imax0.433 Imin=0.109 Fy=36000. Fu=58000. r33=0.613 r22=0.613 rmax=0.774 rmin=0.389 Rra.5 Sds=0.955 PhiTF=0.75 S33=0.188 S22=0.188 Smax-0.306 Smin=0.136 z33=0.338 z22=0.338 Av3=0.376 Av2=0.376 STRESS CHECK FORCES & MOMENTS (Combo COMB3) Location Pu Mu33 Mu22 Vu2 Vu3_ ____ Tu 10.739 -3893.316 11.611 O. 0. 0. O. . PMM DEMAND/CAPACITY RATIO (B2-1) D/C Ratio: 0.198 = 0.195 + O. + 0.001 = fa/Fa + fbw/Fbw + fbz/Fbz AXIAL FORCE & BIAXIAL MOMENT DESIGN (R2-1) Factor L K1 K2 81 82 Cm Major Bending 1. 1. 1. 1. 1. 1. Minor Bending 1. 1. 1. 1. 1. 1. LTB Lltb Kltb Cb 1. 1. 1. Pu phi*Pnc phi*Pnt Force Capacity Capacity Axial -3893.316 19919.258 23392.8 Major Moment Minor Moment SHEAR CHECK Maj.,: Shear Minor Shear Mu phi*Mn phi*mn phi'Mn Moment Capacity No I.T.B. Cb-1 8.21 9731.618 10951.2 9731.618 -8.21 6633.46 vu phi*vn Stress Star.ws Force ,2apaciry KatiO Cneck O. 7309.44 0. OK 0. 7309.44 0. OK CAUserslrntorresOesktop\Myron's Current Projects\Shasta Beverages 20-1283‘Catwalk AnalysislaNAR02004,24tM PROJECT Shasta Beverage SAP2000 MSC 360-16 STEEL SECTION CHECK Units : ib, in, F FOR SHEET NO. CALCULATED BY (Summary for Combo and Station) Frame : 14 X Mid: 52.25 Combo: COMB6 Length: 30.375 Y Mid: 15.186 Shape: C4X5.4 Loc : O. Z Mid: 89.5 Class: Slender Intelligrated 9 OF 25 M.T. DATE 6/18/20f Design Type: Beam Frame Type: OMF Princpl Rot: O. degrees Provision; LRFD Analysis: Direct Analysis D/C Limit-1. 2nd Order: General 2nd Order Reduction: Tau-b Fixed A1phaPr/Py-3E-05 AlphaPr/Pe-2E-05 Tau_b-1. EA factor-0.8 El factor=0.8 Ignore Seismic Code? No Ignore Special EQ Load? No D/P Plug Welded? Yes SDC: D 1=1. Rho-1. Sds=0.955 R=2.5 Omega0=2. Cd=2.5 PhiB=0.9 PhiC=0.9 PhiTY=0.9 PhiTF=0.75 PhiS=.0.9 PhiS-RI=1. PhiST=0.9 A=1.58 133=3.85 r33=1.561 S33=1.925 Av3=0.935 J=0.04 122=0.312 r22=0.444 522=0.278 Av2=0.736 E=29000000. Fy=36000. Ry=1.5 z33=2.29 Cw=0.918 RLLF=1. Fu=58000. z22=0.565 STRESS CHECK FORCES & MOMENTS (Combo COMB6) Location Pu Mu33 Mu22 Vu2 Vu3 Tu O. 1.483 -4807.997 34.376 -323.233 2.018 -13.43 .- . PMM DEMAND/CAPACITY RATIO (H1.2,H1-lb) D/C Ratio: 0.067 = O. + 0.065 + 0.002 (1/2)(Pr/Pc) + (Mr33/Mc33) + (Mr22/Mc22) AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1.2,H1-1b) Factor L K1 K2 Bl 82 Cm Major Bending 1. 1. 1. 1. 1. 1. Minor Bending 1. 1. 1. 1. 1. 1. LTB Axial Major Moment Minor Moment SHEAR CHECK Lltb Eltb Cb 1. 1. 2.274 Pu phi*Pnc phi*Pnc Force Capacity Capacity 1.483 40029.242 51192.001 Mu phi*Mn phi*Mn phi4Mn Moment Capacity No LTB Cb=1 -4807.997 74195.999 74195.999 71926.927 34.376 14402.564 Major Shear 323.233 14307.84 Minor Shear 2.018 18183.399 COMMCTION MAAR FORCES FOR REAM VMajor VMajor Left Right Major (V2) 323.233 304.304 Vu phi*Vn Stress Status Force Capacity Ratio Check 0.023 OK O. OK CAUsers\rntorres1Desktop1Myron's Current Projects\Shasta Beverages 20-12831Catwalk AnalysisICAbletitO2BEB:14201tM PROJECT Shasta Beverage SAP2000 AISC 360-16 STEEL SECTION CHECK Units : lb, in, F FOR SHEET NO. CALCULATED BY (Summary for Combo and Station) 0 OF 4 .T. DATE 6/18/2020 Frame : 3 X Mid: 150.75 Combo: COMB6 Design Type: Beam Lenqth: 30.375 Y Mid: 15.188 Shape: HSS3X3X.250 Frame Type: OMF oc : O. Z Mid: 37.5 Class: Non -Compact Princp1 Rot: O. degrees Provision: LRFD Analysis: Direct Analysis D/C Limit=1. 2nd Order: General 2nd Order Reduction; Tau-b Fixed AlphaPr/Py=4E-06 A1phaPr/Pe=0. Tau_b=1. EA factor=0.8 El factor=0.8 Ignore Seismic Code? No Ignore Special EQ Load? No D/P Plug Welded? Yes SDC: D I=1. Rho=1. R=2.5 Omega0=2. Cd=2.5 PhiB=0.9 PhiC=0.9 PhiTY=0.9 PhiS=0.9 PhiS-RI=1. PhiST=0.9 A=2.44 133=3.02 r33=1.113 J=5.08 122=3.02 r22=1.113 E29000000. Fy=46000. Ry=1.1 RLLF=1. Fu-58000. HSS Welding: ERW Reduce HSS Thickness? No TRESS CHECK FORCES & MOMENTS (Combo COMB6) Location Pu Mu33 O. 0.47 -9550.72 -73.157 Sds=0.955 PhiTF=0.75 S33=2.013 S22=2.013 z33=2.48 z22=2.48 Av3=1.396 Av2=1.398 Mu22 Vu2 Vu3 -639.896 -4.523 PMM DEMAND/CAPACITY RATIO (H1.2,111-1b) D/C Ratio: 0.094 - 0. + 0.093 + O. = (1/2)(Pr/Pc) + (Mr33/Mc33) + (Mr22/Mc22) Tu 151.594 AL FORCE 4 BIAXIAL MOMENT DESIGN (H1.2,H1-1b) Factor L K1 K2 Bl 82 Cm Major Bending 1. 1. 1. 1. 1. 1, Minor Bending 1. 1. 1. 1, 1. 1. LTB Axial Major Moment Minor Moment Torsion SHEAR CHECK Major Shear Minor Shear Lltb Kltb 1. 1. Cb 2.27 Pu phi*Pnc phi*Pnt Force Capacity Capacity 0.47 96075.51 101016.002 Mu phi*Mn phi*Mn phi*Mn Moment Capacity No LTB Cb=1 -9550.72 102672.001 102672.001 102672.001 -73.157 102672.001 Tu Tn phi*Tn Moment Capacity Capacity 151.594 97123.526 87411.174 639.898 26635.087 4.523 26635.087 CONNECTION SHEAR FORCES FOR BEAMS VMajor VMajor Vu phi*Vn Strcs Status Force Capacity Ratio Check 0.024 OK 0. OK CAUsersVntorres1DesktoWyron's Current Projects1Shasta Beverages 20-12831Cetwalk AnalysislCalliettl025a143dtM PROJECT - Shasta Beverage SAP2000 FOR SHEET NO. Intelligrated 11• AISI-LRED96 COLD -FORMED STEEL SECTION CHECK Combo : UDCLD4 Units : ib, inr F CALCULATED BY OF ' ' 25 M.T. DATE 6/18/20 Frame : 16 Design Sect: C4x1-3/4x1/4 X Mid : 26.125 Design Type: Beam Y Mid : 30.375 Frame Type : Braced Z Mid : 89.5 Sect Class : Non -Slender Length : 52.25 Major Axis : O. degrees counterclockwise from local 3 Loc : 37.063 RLLF : 1. Area : 1.67 SMajor : 1.827 IMajor : 3.655 SMinor : 0.368 IMinor : 0.451 E : 29500000. Ixy : O. Fy : 50000. AVMajor: 0.75 rMajor : 1.48 AVMinor: 0.625 rMinor : 0.52 STRESS CHECK FORCES 5 MOMENTS Location Pu Mu33 Mu22 37.063 -2410.112 14952.199 -150.993 917.544 Vu2 Vu3 Tu -9.942 371.485 PMM DEMAND/CAPACITY RATIO D/C Ratio: 0.267 - 0.07 + 0.187 + 0.009 (1/Phit)(P/Pn) + (1/Phib)(Cm33*M33)/(Mn33*Alpha33) + (1/Phib)(Cm22 *M22)/(Mn22*Alpha22) AXIAL FORCE DESIGN Axial MOMENT DESIGN Major Moment Minor Moment Major Moment Minor Moment Major Moment Minor Moment SHEAR DESIGN Major Shear Minor Shear Pu Pn PhO .1n.-..............Phit Phic Force Capacity Capacity Capacity Factor Factor -2410.112 40360.236 83476.216 83476.216 0.95 0.85 Mu Mn Mn(Yield) mn(LTB) Mnt Moment Capacity Capacity Capacity Capacity 14952.199 88612.231 91367.336 88612.231 91367.336 -150.993 18376.1 18376.1 43068.076 18376.1 Cm Alpha K L Ctf Cb Factor Factor Factor Factor Factor Factor 0.85 0.997 1. 0.709 1. 1.266 1. 0.95 1. 1. Phib Phiby Factor Factor 0.9 0.9 0.9 0.9 Vu Vn PhiV Vn Status Tu Forte Capacity Factor. Ratio Check Torsion 917.544 22500. 1. 0.041 OK 0. 1.942 18750. 0.9 5.892E-04 OK 0. CAUsertantorres1Desktop1Myron's Current ProjectsIShasta Beverages 20-128.31Catwalk Analysis1Cettallt02Belt4dt).1 MATERIAL HANDLIENINEcRING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT Shasta Beverage FOR SHEET NO. 12 OF CALCULATED BY Intelligrated 25 M.T. DATE 6/18/2020 TABLE: Steel Design 1 -Summary Data - AISC360-10-IBC2015 (LRFD1 Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg Text Text Text Text Unitless Text Text in Text Text 6 HSS3X3X.250 Column No Messages 0.0903 PMM UDSIL4 74.31 in No Messages No Messages 8 HSS3X3X.250 Column No Messages 0,0901 PMM UDSTL4 74.31 in No Messages No Messages 7 HSS3X3X.250 Column No Messages 0.0339 PMM UDSTL6 37.50 in No Messages No Messages 9 HSS3X3X.250 Column No Messages 0.0336 PMM UDSTL5 37.50 in No Messages No Messages 5 HSS3X3X.250 Column No Messages 0.0320 PMM UDSTL4 89.50 in No Messages No Messages 4 HSS3X3X.250 Column No Messages 0.0315 PMM UDSTL4 89.50 in No Messages No Messages 11 L2X2X3/16 Brace No Messages 0.0804 PMM UDSTL3 10.74 in No Messages No Messages 10 L2X2X3/16 Brace No Messages 0.0804 PMM UDSTL3 10.74 in No Messages No Messages 14 C4X5.4 Beam No Messages 0.0295 PMM UDSTL6 0.000 in No Messages No Messages 13 C4X5.4 Beam No Messages 0.0176 PMM UDSTL6 0.000 in No Messages No Messages 3 HSS3X3X.250 Beam No Messages 0.0379 PMM UDSTL6 0.000 in No Messages No Messages 2 HSS3X3X.250 Beam No Messages 0.0319 PMM UDSTL6 0.000 in No Messages No Messages 1 HSS3X3X.250 Beam No Messages 0.0258 PMM UDSTL6 0.000 in No Messages No Messages 15 HSS3X3X.250 Beam No Messages 0.0247 PMM UDSTL6 0.000 in No Messages No Messages MATERIAL HANDLINGE-NIR1 NG Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage Intelligrated 13 OF M.T. 25 DATE 6/18/2020 TABLE: Cold Formed Design 1 - Summary Data - AISI-LRFD07 Frame DesignSect Text Text 16 C4i1-3/4x1/4 12 C4x1-3/4x1/4 20 C4x1-3/4x1/4 17 C4x1-3/4x1/4 19 C4x1-3/4x1/4 18 C4x1-3/4x1/4 DesignType Status Ratio RatioType Combo Location Text Text Unitless Text Text in Beam No Messages 0.2669 PMM UDCLD4 37.06 in Beam No Messages 0.2651 PMM UOCLD4 37.06 in Beam No Messages 0,2488 PMM UDCLD2 49.25 in Beam No Messages 0.2485 PMM UDCLD2 49.25 in Beam No Messages 0.0016 PMM UDCLD3 15.19 in Beam No Messages 0.0013 PMM UDCLD3 15.19 in ErrMsg Text No Messages No Messages No Messages No Messages No Messages No Messages WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages SEIZMIC 7 INC tI MATERIAL HANDLING Er1. E-ERING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage Intelligrated 14 OF M.T. 25 DATE 6/18/2020 TABLE: Element Joint Forces - Seismic x = 2.5 & R = 2.5 Transverse - TS3 x 3 x 1/4 Frame Station OutputCase Text in Text 3 0.000 in COMB6 2 0.000 in COMB6 1 0.000 in COMB6 15 0.000 in COMB6 15 0.000 in COMBS 1 0.000 in COMBS 2 0.000 in COMBS 3 0.000 in COMB5 3 30.38 in COMB5 2 30.38 in COMB5 1 30.38 in COMB5 15 30.38 in COMB5 15 30.38 in COMB6 1 30.38 in COMB6 2 30.38 in COMB6 3 30.38 in COMB6 Transverse - C4 x 5.4 Frame Station OutputCase Text in Text 14 13 13 14 14 13 13 14 0.000 in 0.000 in 0.000 in 0.000 in 30.38 in 30.38 in 30.38 in 30.38 in COMB6 COMB6 COMBS COMBS COMBS COMB5 COMB6 COMB6 Longitudinal - L2 x 2 x 3/16 Frame Station OutputCase Text in Text 11 0.000 in COMB3 10 0.000 in COMB3 10 0.000 in COMB4 11 0.000 in COMB4 11 21.48 in COMB3 10 21.48 in COMB3 10 21.48 in COMB4 11 21.48 in COMB4 CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination V Lb Lb 0lb -638 lb 0 lb -539 lb 0lb -433 lb 0lb -397 lb 31b 348 lb 01b 405 lb 0 lb 513 lb 01b 610 lb 01b 635 lb 0 lb 538 lb 0 lb 430 lb 31b 373 lb 0 Ib -371 Ib 0 lb -408 lb 0 lb -514 lb 01b -6131b V Lb Lb 1 lb -323 lb 10 lb -204 lb 5 lb 171 lb 8 lb 267 lb 8 lb 286 lb 5 lb 190 lb 10 lb -1851b 1 lb -304 lb P PNoap Lb Unitless -3,895 lb 0.2332 -3,890 lb 0.2328 3,871 Ib 0.2317 3,880 lb 0.2323 -3,891 lb 0.2329 -3,885 lb 0.2326 3,875 lb 0.2320 3,885 lb 0.2325 M Mmax/Mcap VrNcap. Stress Lb -in Unitless Unitless Unitless -9,543 in-Ib 0.2539 0.0255 0.2793 -8,044 in-Ib 0.2140 0.0215 0.2355 - 6,427 in -lb 0.1710 0.0173 0.1883 - 5,885 in-Ib 0.1566 0.0158 0.1724 5,414 in-Ib 0.1440 0.0139 0.1579 6,296 in-Ib 0.1675 0.0162 0.1837 7,933 in-Ib 0.2111 0.0205 0.2315 9,406 in-Ib 0.2503 0.0243 0.2746 -9,499 in-Ib 0.2527 0.0253 0.2781 - 8,024 in-Ib 0.2135 0.0215 0.2350 -6,390 in -lb 0.1700 0.0172 0.1872 -5,524 in-Ib 0.1470 0.0149 0.1618 5,782 in -lb 0.1538 0.0148 0.1686 6,335 in-Ib 0.1685 0.0163 0.1848 7,953 in-Ib 0.2116 0.0205 0.2321 9,449 in -lb 0.2514 0.0244 0.2758 M MmaxlMcap Vr/Vcap Stress Lb -in Unitless Unitless Unitless - 4,808 in-Ib 0.1817 0.0244 0.2061 -2,990 in -lb 0.1130 0.0154 0.1284 2,703 in-Ib 0.1022 0.0129 0.1151 4,163 in -lb 0.1573 0.0202 0.1775 -4,248 in -lb 0.1605 0.0217 0.1822 -2,769 in -lb 0.1047 0.0143 0.1190 2,914 in -lb 0.1101 0.0140 0.1241 4,723 in-Ib 0.1785 0.0230 0.2015 SEIZMIC INC MATERIAL HANDLING„ENdiNtERING Tel: 909-869-0989 Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage I ntellig rated 15 OF M.T. 25 DATE 6/1 8/2020 Connection Analysis SAP does not calculate connections, thus the outout reactions has been included in this package and the connections justified. The Load Combination is: (1.2 + 0.2Sds) x D + 1.0L + Ool Qo = 2.5 Transverse - TS3: Check Welds Tweld = 0.188 in teff. = 0.133 in Length = 3.000 in Length = 3.000 in Fu-weld = 70,000 psi OTension = 0.900 0Shear = 0.750 Lever Arm = 3.000 in Top Flange Bottom Flange Vcap = 0 x 0.6 x Fy x teff x Length (Top + Bottom) = 25,058 lb Mcap = (Vcap / 2) x Lever Arm = 37,587 in-Ib Transverse - C4: Check Welds Tweld = 0.188 in teff. = 0.133 in Length = 1.584 in Length = 1.584 in Fu-weld = 70,000 psi OTension = 0.900 0Shear = 0.750 Lever Arm = 4.000 in Top Flange Bottom Flange Vcap = 0 x 0.6 x Fy x teff x Length (Top + Bottom) = 13,231 lb Mcap = (Vcap / 2) x Lever Arm = 26,461 in-Ib Longitudinal - 12: Check Welds Tweld = 0.188 in teff. = 0.133 in Length = 2.000 in Fu-weld = 70,000 psi OTension = 0.900 0Shear = 0.750 Vcap = 0 x 0.6 x Fy x teff x Length (Top + Bottom) = 16,705 lb SEIZMIC� )\1 MATERIAL HANDLING,ENdINTE RING Tel: 909-869-0989 / Fax 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage I ntellig rated 16 OF M.T. 25 DATE 6/18/2020 TABLE: Joint Reactions Joint Out'pu'tCase_ CaseType Fx Fy Fz Mx My Mz Text Text Text Lb Lb Lb Lb -in Lb -in Lb -in 1 DEAD LinStatic 0 Ib 1 Ib 130 Ib 0 in-Ib 0 in-Ib 0 in-Ib 2 DEAD LinStatic 0 lb 0 lb 247 lb 0 in-Ib 0 in-Ib 0 in-Ib 3 DEAD LinStatic 0 lb 0 Ib 196 lb 0 in-Ib 0 in-Ib 0 in-Ib 4 DEAD LinStatic 0 Ib 0 Ib 128 Ib 0 in-Ib 0 in-Ib 0 in-Ib 5 DEAD LinStatic 0 lb -1 Ib 242 Ib 0 in-Ib 0 in-Ib 0 in-Ib 6 DEAD LinStatic 0 Ib 0 Ib 193 Ib 0 in-Ib 0 in -lb 0 in-Ib 1 Live LinStatic 0 Ib 0 Ib 203 Ib 0 in-Ib 0 in-Ib 0 in-Ib 2 Live LinStatic 0 Ib 0 lb 582 Ib 0 in-Ib 0 in-Ib 0 in-Ib 3 Live LinStatic 0 Ib 0 Ib 381 Ib 0 in-Ib 0 in -lb 0 in-Ib 4 Live LinStatic 0 Ib 0 Ib 189 Ib 0 in-Ib 0 in-Ib 0 in-Ib 5 Live LinStatic 0 Ib 0 Ib 549 Ib 0 in-Ib 0 in-Ib 0 in-Ib 6 Live LinStatic 0 Ib 0 Ib 357 Ib 0 in-Ib 0 in-Ib 0 in-Ib 1 Seismic X LinStatic -35 Ib 0 Ib -280 Ib 0 in-Ib 0 in-Ib 0 in-Ib 2 Seismic X LinStatic -113 Ib 0 Ib 279 Ib 0 in-Ib 0 in-Ib 0 in-Ib 3 Seismic X LinStatic -19 Ib 0 Ib 2 Ib 0 in-Ib 0 in-Ib 0 in-Ib 4 Seismic X LinStatic -35 Ib 0 Ib -282 Ib 0 in-Ib 0 in-Ib 0 in-Ib 5 Seismic X LinStatic -113 lb 0 Ib 281 Ib 0 in-Ib 0 in-Ib 0 in-Ib 6 Seismic X LinStatic -19 Ib 0 Ib 1 Ib 0 in-Ib 0 in-Ib 0 in-Ib 1 Seismic Y LinStatic -4 Ib -46 Ib -240 Ib 0 in-Ib 0 in-Ib 0 in-1b 2 Seismic Y LinStatic -4 Ib -56 Ib -334 Ib 0 in-Ib 0 in-Ib 0 in-Ib 3 Seismic Y LinStatic -2 Ib -65 Ib -401 Ib 0 in-Ib 0 in-Ib 0 in-Ib 4 Seismic Y LinStatic 4 Ib -46 Ib 240 Ib 0 in-Ib 0 in-Ib 0 in-Ib 5 Seismic Y LinStatic 4 Ib -56 Ib 334 Ib 0 in-Ib 0 in-Ib 0 in-Ib 6 Seismic Y LinStatic 2 Ib -65 Ib 401 Ib 0 in-Ib 0 in-Ib 0 in-Ib N _—~- MATERIAL HANDLING E�V �36|N�--'�R|NG Tel: 9U9'869'U9Q9/Fax: 9D9-86A'D9D1 ll30E.Cypress 5t,Covina, CA91724 PROJECT Shasta Beverage FOR SHEET NO. CALCULATED BY IntgUi oated 17 OF M.T. 25 DATE 6/18/2020 Base Plate Analysis fa~RA yN1bawe/n~faxb1~2/2 Fy=38.O0Opsi Pbmww= 0.9xFy = 33.400 psi fb = K8/S h' = (Be#. 'b) 'd/2 treg'd=[4xTxL//(pxO.gxFy)]^O.5 t = 0.25in Zbaaa/in = 1^xt A 2/4 =U.02in°8 Tcol Joint Pcritical Tension Beff. Deff. fa b1 b/ YN1basw/n fb/Fx tmq'd/t Text Uz Lb in in psi in in in -lb 1 639|b 163|b 8.25in 3.50in 29pai 4.00|n 2.750io 234in 0\462 0.583 2 1.278|b 112|b 6.25in 350in 58psi 400in 2.750in 467in 0.923 0.417 3 1,017Ub 224Uz 8.25in 3.50in 47psi 4I0in 2750hn 372in 0.735 0.590 4 625|b 167|b 8,25in 3.50hn 20 psi 4.00in 2750in 229in 0\452 0.509 a 1.217|b 116|b 6i25in 3.50in 56psi 4.00in 2.750|n 445in 0.879 0.425 MATERIAL HANDLING...ENGINEERING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT FOR SHEET NO. CALCULATED BY Shasta Beverage Intelligrated 18 OF M.T. 25 DATE 6/18/2020 Slab Check Slab and Soil Properties: ks = 100 pci R1 = Varies Ec = 4,000,000 psi fc = 3,000 psi 1.1.= 0.15 t = 6.00 in Puncture Check: 0 = 0.6 modulus of subgrade reaction one-half the width of base plate modulus of elasticity of concrete compressive strength of concrete Fpuncture = 0 x 2.66 x (fc)" 0.5 = 87 psi Apunct = [(VVeff.-Ft)-1-(Deff.+0] x 2 x t Stab Check: 0 = 0.6 ft = 7.5 x (fc) ^ 0.5 tensile strength in flexture of concrete = 411 psi 0Pn = 0 x 1.72 x [(ks x R1/Ec) x 10^ 4 + 3.6] x ft x d ^ 2 dreq'd = (Pu / [0 x 1.72 x [(ks x R1/Ec) x 10^ 4 + 3.6] x ft]) ^ 0.5 Joint Text 1 2 3 4 5 6 Pcritical Lb 639 lb 1,278 lb 1,017 Ib 625 lb 1,217 lb 989 Ib Puncture Unitless 0.028 0.056 0.045 0.027 0.053 0.043 Slab Unitless 0.010 0.020 0.016 0.010 0.019 0.015 dreq'd in 0.600 in 0.849 in 0.757 in 0.594 in 0.828 in 0.747 in Result Text Ok Ok Ok Ok Ok Ok PROJECT FOR 0.0.ZZ 000ZdVS Shasta Beverage Intelligrated MATERIAL HANDLIN BEN INE-RING Tel: 909-869-0989 / Fax: 909-869-0981 1130 E. Cypress St., Covina, CA 91724 PROJECT Shasta Beverage FOR Intelligrated SHEET NO. 20 OF 25 CALCULATED BY M.T. DATE 6/18/2020 TABLE: Joint Reactions with S2o = 2.0 Joint OutputCase CaseType Fx Fy Fz Mx My Mz Text Text Text Lb Lb Lb Lb -in Lb -in Lb -in 1 COMB7 Combination -69 Ib 1 Ib -468 Ib 0 in -lb 0 in -lb 0 in-Ib 1 COMB8 Combination 69 Ib -1 Ib 653 lb 0 in -lb 0 in-Ib 0 in-Ib 1 COMB9 Combination -8 Ib -91 Ib -387 lb 0 in -lb 0 in-Ib 0 in-Ib 1 COMB10 Combination 8 Ib 91 Ib 572 Ib 0 in -lb 0 in-Ib 0 in -lb 2 COMB7 Combination -225 Ib 0 Ib 733 Ib 0 in-Ib 0 in-Ib 0 in-Ib 2 COMB8 Combination 225 Ib 1 Ib -382 lb 0 in-Ib 0 in-Ib 0 in-Ib 2 COMB9 Combination -8 Ib -111 Ib -493 Ib 0 in -lb 0 in-Ib 0 in -lb 2 COMB10 Combination 8 Ib 112 Ib 844 lb 0 in -lb 0 in -lb 0 in-Ib 3 COMB7 Combination -38 lb 0 Ib 142 lb 0 in -lb 0 in -lb 0 in-Ib 3 COMB8 Combination 38 lb 0 lb 136 Ib 0 in -lb 0 in-Ib 0 in-Ib 3 COMB9 Combination -4 Ib -130 Ib -662 lb 0 in -lb 0 in-Ib 0 in-Ib 3 COMB10 Combination 4 Ib 130 Ib 941 Ib 0 in -lb 0 in-Ib 0 in-Ib 4 COMB7 Combination -69 Ib -1 Ib -473 Ib 0 in -lb 0 in-Ib 0 in-Ib 4 COMBS Combination 69 Ib 0 Ib 655 lb 0 in -lb 0 in-Ib 0 in-Ib 4 COMB9 Combination 8 Ib -91 Ib 571 Ib 0 in-Ib 0 in-Ib 0 in-Ib 4 COMB10 Combination -8 Ib 91 Ib -389 lb 0 in -lb 0 in-Ib 0 in-Ib 5 COMB7 Combination -225 Ib -1 Ib 735 Ib 0 in -lb 0 in-Ib 0 in-Ib 5 COMB8 Combination 225 lb 0 Ib -391 Ib 0 in -lb 0 in -lb 0 in-Ib 5 COMB9 Combination 8 lb -112 Ib 840 Ib 0 in -lb 0 in-Ib 0 in-Ib 5 COMB10 Combination -8 ib 111 Ib -497 Ib 0 in -lb 0 in -lb 0 in-Ib 6 COMB7 Combination -38 Ib 0 Ib 138 Ib 0 in -lb 0 in-Ib 0 in-Ib 6 COMB8 Combination 38 Ib 0 Ib 135 lb 0 in -lb 0 in-Ib 0 in-Ib 6 COMB9 Combination 4 Ib -130 Ib 938 Ib 0 in -lb 0 in-Ib 0 in-Ib 6 COMB10 Combination -4 Ib 130 Ib -665 Ib 0 in-Ib 0 in-Ib 0 in-Ib 2251b 1301b -6651b The Load Combination is: (0.9 - 0.2Sds) x D - QoE S2o = 2 SI PSON Anchor Designer TM Software v t Version 2.8.7094.6 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.875 Effective Embedment depth, her (inch): 3.375 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hr.:, (inch): 6.00 cn (inch): 7.50 Cr.,,n (inch): 4.00 Smin (inch): 2.75 PROJECT FOR SHEET NO. 21 Shasta Beverage Intelligrated CALCULATED BY OF 25 .T. DATE 6/18/2020 Project description: Location: Santo Domingo, Dominican Republic Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6.00 State: Cracked Compressive strength, (psi): 4000 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Recommended Anchor Anchor Name: Strong -Bolt® 2 -1/215 CS Strong -Bolt 2, hnom:3.875" (98mm) Code Report: ICC-ES ESR-3037 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie C:ompanyl :r 5956 W. Las Positas Boulevard Pleasanton, CA 94586 Phone: 925.560.90DD Fax: 925.547.3871 www.strongtie.com PROJECT Shasta Beverage SINIPSON Anchor DesignerTm Software Version 2.8.7094.6 Load and Geometry Load factor source: ACI 318 Section 5,3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3,4.3 (d) is satisfied Ductility section for shear: 17.2.3.5.3 (c) is satisfied Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: N. [1131: 665 VElb: 130 V.., [IN: 225 <Figure 1> X 130 lb 665 rb FOR intelligrated SHEET NO. 22 OF 25 CALCULATED BY M.T. DATE 6/18/2020 225 lb Y Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, npsryl Strerg-T;e Corrip.my 5958 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560,9000 Fax 925.647,3871 www.strongtie.com PROJECT Shasta Beverage SUVIPSON <Figure 2> Anchor DesignerTM •-1 Software Version 2.8.7094.6 FOR Intel lig rated SHEET NO. 23 OF 25 CALCULATED BY M.T. DATE 6/13/2020 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Stscr43-Tie Company 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 www,svongtie.com PROJECT Shasta Beverage SI PSON Anchor Desig ner TM Software SHEET NO. 24 OF 25 _ _ J Version 2.8.7094.6 CALCULATED BY M.T. DATE 6/18/2020 FOR Intelligrated 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (Ib) Vb., (Ib) Vuby (Ib) 4(Vu..)2i-Nuayr (Ib) 1 665.0 130.0 225.0 259.9 Sum 665.0 130.0 225.0 259.9 Maximum concrete compression strain (%a): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 665 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension farces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.11 Nso (Ib) � (Ib) 12100 0.75 9075 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.21 Nb = ;O.-Oche' s (Eq. 17.4.2.2a) kc fc (psi) hbf (in) Nb (Ib) 17.0 1.00 4000 3.375 6666 0.750Ncb = 0.750 (AN/ANc) PertNVic,NSucgivNb (Sec. 17.3.1 & Eq. 17.4.2.1a) ANc (in2) ANco (in2 ca,,bm (in) %Of 'Pc,N Pcp,N Ni (Ib) 0 0.750Nth (Ib) 102.52 102.52 1.000 1.00 1.000 6666 0.65 3250 6. Pullout Strength of Anchor in TensionOe. 17.4.3) 0.750Npo = 0.750ToPAoNafc /2,500) (Sec. 17.3.1, Eq. 17.4.3.1 & Code Report) np Nis (Ib) fc (psi) n 0 0.750Npn (Ib) 1.0 1.00 4985 4000 0.50 0.65 3074 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked far plausibility. Strc;n4.-1te COMpal", 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com PROJECT Shasta Beverage SI PSON Anchor Designer TM —1;1 Software - Version 2.8.7094.5 jej S V. (Ib) !iqLnior in Shear (Sec. 17.5.1) 017rwt OfirM0Vse (Ib) 6510 1.0 0.65 4232 FOR Intelligrated SHEET NO. 25 OF CALCULATED BY 25 M.T. DATE 8/18/2020 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) 01/cp = ilikcpAkb = 0k,p(Ank/ A N,,,)SUed,N Svcp NNb (Sec. 17.3.1 & Eq. 17.5.3.1a) AN, (in2) AN,0 (in2) V'ud,N Tc,N1 Wcp,N Alb (Ib) 0V0 (lb) 2.0 102.52 1021.000 1,000 .52 1.000 6656 0.70 9333 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6.1 Tension Factored Load, N. (Ib) Design Strength, ohln (Ib) Ratio Status Steel 665 9075 0.07 Pass Concrete breakout 665 3250 0.20 Pass Pullout 665 3074 0.22 Pass (Governs) Shear Factored Load, V. (Ib) Design Strength, Mtn (lb) Ratio Status Steel Pryout 260 4232 0.06 Pass (Governs) 260 9333 0.03 Pass Interaction check NuoidNn V./0V. Combined Ratio Permissible Status Sec. 17.6..1 0.22 0.00 21.6% 1.0 Pass 112"0 CS Strong -Bolt 2, hnom:3.875" (98mm) meets the selected design criteria. 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.647.3871 www.strongtie.com Shasta Beverages, Inc 1227 Andover Park East Tukwila, WA 98188 J RECEIVED CITY OF TUKWILA SEP 2 4 2019 PERMIT CENTER PROJECT DESIGN CHECK Project #A-18-14061 Palletizer REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2020 City of Tukwila BUILDING DIVISION Presented by: Intel°grated Stephan Tysl, PE Engineering Lead September 3, 2019 3 Suppc% kt Component Design Chs- Table of Contents Section Page Scope Summary 5 Site Information 5 StaadPro Report 6 Anchor Bolts 136 Copyright 201.9 Honeywell Intelligrated,l, All right; reserved. Use and disclosure shall be subject to the limitations set forth in this domment, Project 0 A-I.8-1.406.1 1 Shasta Beverages, Inc 1 Tukwila, WA 1 Honeywell Intelligrated Confidential and Proprietary Information September 3, 2019 automation that dellvers- www,intelligrated,00m 5 Szxpiport Cornponient Faesian ChcEc. n elligrated. Scope Summary The following calculation pages present seismic and live load analysis of the maintenance platform attached to the frame of the palletizer machine. The support frame of the palletizer is analyzed without the internal equipment, control panels or service conveyor. Overturning forces computed in StaadPro are conservative as the counterweight of internal equipment and dead load are neglected. Site Information 11%4 OSHPD 227: Andover PorkE, Ttncvniet WA 'Oleg, USA 47,44 "JC#1.0 ,7:;:i4r4L, Go *14340 eiee. flitt*C4**Prr- *643** 0,(4:71U3k 114001045 , tAn4 UCIEjtitrziall Mt* 'rOo.ltdtetrotorit, tzestop=tmletwl. eltmeifilteltge • AA,12 tat.et*CIttei weer* =we* ma • rtt vor.,,Artod r444444 ttlrfr4*i, oft* ttrs* *e.#w*.:,*###,AtittelpitutlattenIttitteA ft,jr 113A *met* want fitier't*I0 tit .fl=70AI tglo Yamit* til***Vibatt zoo O #404ittititetirOttgort 1 etVetottatekittz AlsietAt* Flatot tatti MP; taw iondet ft:4*w, • * manotottoswp*MA tottiSt 1#11 totAttettapttOitreartlAtheet*lert • * 4,yltl tairellt-revnisozrtk tor C421 fftettithAttiflitkrirtitItteorttrettett -11**tertf. Lto 41, tolt,OartnO.t.121= pftle7ytTIWAIOrorgiin 'VOW VOCZOt 'ad t ftetittettereirer...,*#.4Amitio*Yettit nitttettim. rent OP, ' Ithittaithe AtirWiretpoitiptttyrt' Attuichot Mt* #411 tittate*Att teniftinVA^itht*IWIt'mllf=4,44101/000V4-4/f"*"*'''' Et? Lit4 floipttelHaeleretgtmvettollizityst#1 tteottoor*A #20,tt ttrit totzeeteicoritreUtt,AAMetttvest (*tit* '47,40.. AtatOrAV, ttet 440 VIAVOYVAttf Itst ^Or,# net:KatttottPtt** rin WilS.MiXt1 Of OA Ofeftiette XteXtfiftt 1* Copyright 2019 Haneywell IntelligratedlL All rights reserved. Use and disclosure shaft be subject: to the !knit:abatis set forth in this document, Project d A-18-14061 I Shasta Beverages, Inc Titkwila, WA I Honeywell inteiligrated Confidential and Proprietary Information September 3, 2019 automation that delivers- wymintelligrateri.corn StaadPro Frame analysis was performed using SteadPro V8i by Bentley Systems. Isometric views of the 3D model with section properties and the applied loads are shown below s—�'essTax6Xoas _�ssT3%cxa;z5 F,r9g ktfp1775 �.3Clf£25XQ' MST NSSib}[6X0.2j `. Sr3X5X3,25 4SST6X4X3.183 T•' i kW3X1X3.375 /'�NSSTBX NSST3OWX4"1 3 NSSi)x3%II.1TS .,cexnxxxn.x .__ 4SSTTX4X3,1%IP•\ i1k5T3XpX6.175 5 ST6X4X31.188 STN%614.15 ix3.sls Y; 40�Q -r"�SesT3x IIX6Y XiXx6xc ss P.SST6X4XO.1t3 .375 .HSST8X5X0.?5 - � 6ssrsxsw.x5 0.1 Copyright 201.9 Honeywell IntelllgraAU r.yhts reserved. Use and disclosure shall be subje:1: to the iirnitateons set forth In ties document, Project # A-18-1406.1. ; Shasta Beverages, Inc 11'iskv'ila, WA I Honeywell Intclt grated Confidential and Proprietary Information September 3, 2019 automation that dative www,int elliarated,corn Software licensed to Intelligrated mw mm Job Title Shasta Palletizer Platform em By MRL oa'123-Aug19 FilePalletizer.S0 Da Job Information Engineer Checked Approved Name: mnL SnT Project ID Project Name Structure Type SPACE FRAME Number of Nodes 115 Highest Node 117 Number of Elements 153 Highest Beam 155 Number of Basic Load Cases V Number ofCombination Load Cases 28 Included in data for.- U»U| [ThoVVh �eS�umum 8 v Included in this Drintout are results for load cases: Type m: . Name Primary 1 . +X Primary 2 -x Primary 3 +Z Primary 4 'Z Primary n DEAD LOAD Primary O LIVE LOAD Combination r UuC.1DEAD Combination O ULC.1DEAD +ILIVE Combination 8 V|C.1DEAD +075LIVE Combination ' 10 VLC.1DEAD +OJSEISMIC (1) Combination 11 ULC.1DEAD +V7SEISMIC (c) Combination 12 ULC.1DEAD +O7SEISMIC (3) Combination 13 ULC.1DEAD +0.7SEISMIC (4) Combination 14 ULC.1DEAD +-O7SEISMIC (1) Combination 15 UuC.1DEAD +'OJSEISMIC (2) Combination 10 ULC.1DEAD +'UJSEISMIC (3) Combination 17 VLC.1DEAD +'87SEISMIC (4) Combination 18 ULC.1DEAD +UJ5LIVE +O.525SEISM Combination 13 VLC.1DEAD +OJ5LIVE +V.525SEISM Combination 20 ULC.1DEAD +O.r5LIVE +Oo2nSEISM Combination 21 ULC. 1 DEAD +O.r5LIVE +O.ue5SEISM Combination 22 ULC.1DEAD +O75LIVE +'8.5u5GBGN Combination 23 ULC. 1 DEAD +U.75LIVE +'O.52nSBSN Combination 24 ULC.1DEAD +OJ5LIVE +'O.n25Gs|8N Combination 25 VLC.IDEAD +n.75LIVE +-V.525SBSN Print Time/Date: 03/09/2019 12:43 Print Run 1 of 129 O Software licensed to Intelligrated Job No mm nm Job Title Shasta Palletizer Platform nm By MRL omE23+4ug19 FimPw|lehzer.STD Job Information Cont... Type LIC Name Combination 29 ULC.n.0DEAD +VJSEISMIC (3) Combination 30 ULC.O.0DEAD +07SEISMIC (4) Combination 31 ULO, O.ODEAD +~D7SEISMIC (1) Combination 32 VLC, V.8DEAD +&7SEISMIC (2) Combination 33 ULC.0.8DEAD +'87SEISMIC (3) mvue x (in) T (in) z (in) 1 2.00E+3 91.500 -511.604 z 3.09E+3 91.500 '511,604 3 2.68E+3 91.500 427.604 u 3.08E+3 81.500 427.084 u 2.68E+3 91.50 -511.684 0 2.76E+3 91.500 427.684 7 278E+3 91.500 '511.084 O 2.86E+3 91.500 427.684 9 2.86E+3 81.500 -511.084 10 2.91E+3 91.500 437.604 11 2.91E+3 91.500 -511.684 12 2.94E+3 91.500 427.084 13 Z94E+3 91.500 `511.684 14 2.96E+3 91.500 -427.684 15 2.80E+3 81.500 ~511.084 18 2.69E+ 9.00 -42 .680 17 3.09E+3 9.000 427.680 1e 2.69s+3 8.000 '511a80 19 3.08E+3 9.000 '511.680 20 271B3 91.500 -511.664 21 2.71E+8 0.000 -511.084 zz 2J7s+3 91.500 ~511.684 23 2.77E+3 0.000 '511.084 o* 2.89E+3 91.500 ~511,684 25 2.88E+3 0.000 ~511.684 zn 2.84E+3 91.500 '511.884 zr 2.94E+3 0.000 -e11.684 zu 2.99E+3 91.500 '511.084 29 2.99E+3 0.000 `511.684 ao 3.05E+3 91.500 '511.084 31 3.05E+3 0,080 -511,684 32 2J1E+3 e1.500 -427.084 Print Run 2 of 129 g oftware licensed to Intelligrated Job No m~ Part Jobm* Shasta Palletize Platform Ref By m°Pal|oUzecSTD Datemme Nodes Cont... Node x (in) y (in) z (in) 34 2.77E+3 91.500 427.084 35 2.77E+3 0.000 427.084 nn 2.89E+3 81.500 427.684 37 2.09E+3 0.000 427.084 38 2.84E+3 91.500 427.684 38 2.94E+3 0.000 427.684 40 2.89E+3 81500 427.804 41 2.99E+3 0.000 427.684 42 3.05E+3 91,500 427.684 43 3.05E+3 0.000 427,680 44 2.09E+3 9.000 427.680 45 2.08E+3 8.000 '511.880 40 2J1E+3 8.000 427.080 47 2J1E+3 8.000 '511.080 48 2J7s+3 9.000 427.680 48 2J7E+3 9.000 '511.680 50 2.83s+3 9.000 427.680 51 2.83E+3 9.000 '511.080 so 2.87s+3 8o00 -*27.880 53 2.87E+3 8.800 '511.080 54 2.90E+3 8.000 427.880 55 2.90E+3 8,000 -511.680 56 3.05E+3 9.008 427.680 57 3.05E+3 9.000 '511.080 58 2.99E+5 9.000 427.680 59 2.99E+3 9.000 '511.680 60 3.08E+3 91,500 427.680 01 3,08E+3 81.500 '390,508 02 2.85s+3 81.500 '390.509 nn 2.98s+3 91.500 '390.568 04 2.88s+3 81.500 427a84 85 2.88s+3 91o00 '390.589 08 2.98E+3 81.500 '427.084 67 2.88E+3 91o00 '380o68 OV 2.89E+3 91.500 '427.884 69 e.88s+3 81.500 '390.588 70 2.89E+3 81.500 427.084 72 2.es+3 81.500 ~*27.684 74 2.8E+3 81.588 427,084 75 271E+3 91.500 '390.568 76 2T1E+3 81500 427.884 77 2T1E+3 91.500 -380.509 78 271E+3 91.500 427.084 73 2.6*E+3 91.500 462.787 80 2.55E+3 0.000 '380.871 Print Time/Date: 03/0912019 12:43 Print Run 3 of 129 10 licensed to Intelligrated Job No Rev m* Job Ttle Shasta Palletizer Platform Rel' By MRL �23-Aug-19 File PaUoVzar.GTD »**m"eO3-Sep-201V12:41 Nodes Cont.. Node x (in) Y (in) z (in) 81 2.65E+3 81.500 -422.312 02 2.55E+3 0.000 -422A14 83 2.80E+3 91.500 402J07 84 2.71s+3 81.500 '390.508 eo 2.71s+3 64.500 427.684 86 277E+3 91MU '39D.569 or 277s~3 64.500 '42T684 88 2.89E+3 91.500 -390.569 oo 2.89E+3 64.500 -427.684 VO 2.94E+3 91.500 '390.569 91 Z94s+3 O*sou '427,684 82 2.99E+3 91.500 '590,569 eo 2.89s~3 0*�500 427.684 94 3.05E+3 91.500 '390�5159 eo 3.05s+3 64.500 427684 80 2.8E+3 91,500 '390.569 97 2,8E+3 91.500 '380.509 80 2.71E+3 8.000 -511.684 99 277E+3 8.000 '511.504 100 Z89E+3 nVOO -511.68* 101 2.94E+3 9.000 '511.684 102 2.98E+3 9.000 -511,084 103 3,05E+3 8.000 ~511.604 104 3.05E+3 9.000 -42T680 105 2.99E+3 9.000 427.680 100 2.94E+3 8.000 427.680 107 2.83E+3 9.000 42T080 100 2.77E+3 8.000 427.600 109 271s+3 eooO 427.880 110 245E+3 91MO 427.684 n1 2.65s+3 54.500 444.787 112 2.65E+3 9.000 -4*4783 113 2.65E+3 0.000 -444.787 114 2,65E+3 04.500 `380.509 115 2,65E+5 8.000 '390.565 /10 Z05E+3 0.000 '390,569 117 2.85E+3 91.500 '444387 Print Time/Date: 03109/2019 12:43 Print Run 4 of 129 11 oftware licensed to welligrated Job No Rev w* Job Title Shasta Palletizer Platform nm By MRL oa'W-Aug-19 chd SRT n* Pal|eUzecSTD Dalemme Beam mode A Node Length (in) Property V (degrees) 1 1 5 1250 4 O z 3 78 27.030 4 O 3 3 83 35103 h 90 4 6 7 84.000 0 90 5 B 9 84,000 O 90 6 10 11 a*.000 n 80 7 12 13 84.000 6 90 0 14 15 84.000 6 90 9 16 44 1.500 4 D 10 18 45 1.500 4 V 11 20 Vn 82.500 3 O 12 22 gg 82.500 3 O 13 24 100 82.500 3 O 14 26 101 81500 3 O 15 un 102 82.500 n o 10 30 103 82.500 3 U 17 32 85 2TOOO 3 O 18 34 87 27.000 3 O 19 36 89 27.000 3 O 20 38 91 27.O0V 3 0 21 40 93 e7,000 3 O zz 42 95 2TV0V 3 O 23 44 45 0*.000 2 V 24 46 47 84.000` 2 V 25 oV 49 84.000 2 O 26 oV ` 51 ' n^.onn 2 0 27 52 53 84M0 2 8 28 54 55 84.000 2 0 29 -56 57 84.000 2 O 30 58 59 8*.000 2 O 31 60 01 37.111 r O 32 01 3* 28.370 7 O 33 03 64 37115 1 O 34 85 66 37.115 1 O 35 07 08 37.115 1 O 30 68 ro 37A15 1 8 39 75 76 37115 1 O *V 77 70 37.115 1 O 41 02 81 31.743 7 O 42 62 00 133.023 5 180 *3 81 02 133.623 5 V +4 79 83 36.370 7 D 45 84 85 *5ae7 1 o 45 GO 07 45.897 1 V 47 88 89 *5.897 1 O Print Time/Date: 03/0912019 12:43 STAADpmvG(SEBCTseriesV)20.0711.82 Print Run 5 of 12 12 oftware licensed to**mgr"mo Job No Pa mw Job Title Shasta Palletizer Platform mx By m» Pa|lehzer.8TD Dalem— Beams Cont... Beam Node A Node Length (in) Property P (degrees)' O 48 90 91 . 45.897 1 49 92 93 /5.097 1 0 50 94 95 45.897 1 O 51 80 2 36270 4 O 52 28 30 W980 4 U 53 15 28 28,020 4 O 54 20 15 16.000 4 n 55 13 20 5750 4 O 56 11 15 ' 24380 4 O 57 24 11 19�870 4 O 58 9 24 27.000 4 0 59 22 S 94,380 4 0 60 7 22 14.250 * O 61 20 7 42.270 4 U 82 5 20 30.480 4 O 63 60 4 VMV 4 V 64 42 00 29.370 4 V 85 40 42 00.880 4 O 60 04 40 2.770 4 V 57 os n« 2.000 ^ n OO 14 00 21250 4 O 08 38 ^ 14 16,000 4 O 70 12 38 5.750 4 O 71 10 12 24�388 4 " 0 72 se 10 18.620 4 O 73 30 68 1250 4 V 74 70 86 OJoO 4 0 75 V 70 26,250 4 0 rs rr o 61,750 4 o 77 74 72 2.000 4 0 70 3* 74 ` 30.030 4 O 79 O 34 1*.250 4 O 80 32 o 42.270 4 V 01 76 32 0.850 4 8 82 78 76 2.000 4 O 83 83 5 48.897 0 80 04 50 104 5230 4 n Vo 58 56 53.000 4 V 88 54 105 27.750 u o 87 52 107 18.730 4 O 88 50 52 4*M0 * O 89 48 108 0.730 ^ V 90 ^O 109 1J10 4 O 91 44 46 22.500 * o Sz 57 103 5.230 4 0 STyADPmV0(GsLEClsohavV)2O,07,11.8u Print Run 6 of 129 13 Software licensed to Intelligrated Job No m° m* Job Title Shasta Palletizer Platform Ref By FimPa|lehzec8TD DaleIrim Beams Cont... Beam Node Node Length (in) Property p (degrees) 93 , 59 57 . 51000 4 0 94 55 102 27.770 4 O 95 53 1100 1030 4 O 98 51 53 44,800 4 8 Vr 49 gg 0.730 4 O Vo *r Ve 1.710 4 O 89 45 47 22.500 4 U 100 85 109 55.500 3 O 101 87 108 55.500 3 O 102 89 107 55.500 3 O 103 91 100 55.500 3 U 104 93 105 55.500 3 0 105 95 104 55.500 3 O 106 77 62 64.000 7 O 107 75 77 2.000 7 0 100 64 75 M50 7 O 109 86 84 56.520 r 8 110 90 86 30.030 7 O 111 87 36 2.000 7 O 112 68 37 08.000 r 0 113 08 09 U.750 7 O 114 67 OV 1.250 7 V 115 90 67 48.750 7 0 116 85 nV 38250 r O 117 63 05 %.00O 7 O 118 92 63 2.770 7 V 118 94 92 60.880 7 O 120 97 72 37115 1 8 121 95 74 37.115 1 V 122 81 110 5372 7 V 128 98 21 9.000 3 O 124 Sg 23 8,000 3 V 1e5 100 25 VMO 3 0 120 101 27 9.000 3 V 127 102 28 9.000 3 O 128 103 31 9.000 3 V 129 104 17 38270 4 0 130 105 58 8J50 * O 131 100 54 10270 4 0 132 107 106 50.000 4 O 133 108 nO 57.770 * 0 134 109 48 55,790 4 O 135 103 18 38,270 4 O 136 102 5e 8J50 4 O 137 101 55 16�250 4 0 Print Time/Date: 03/0912019 12:43 Print Run 7 of 129 14 Software licensed to Intelligrated Job Title Shasta Palletizer Platform Job No A-18-14089 Sheet No 8 Rev Part Ref By MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beams Cont... Beam Node A Node B Length (in) Property 13 (degrees) 138 100 101 50.000 4 0 139 99 51 57.770 4 0 140 98 49 55.790 4 0 141 109 33 9.000 3 0 142 108 35 9.000 3 0 143 107 37 9.000 3 0 144 106 39 9.000 3 0 145 105 41 9.000 3 0 146 104 43 9.000 3 0 147 110 117 17.103 7 0 148 110 3 36.370 4 0 149 117 111 27.000 2 0 150 111 112 55.500 2 0 151 112 113 9.000 2 0 152 62 114 27.000 2 0 153 114 115 55.500 2 0 154 115 116 9.000 2 0 155 117 79 18.000 7 0 Section Properties Prop Section Area (in2) I, (in4) lu (in4) J (in4) Material 1 L20204 0.944 0.550 0.146 0.020 STEEL 2 HSST3X3X0.375 3.390 3.780 3.780 6.502 STEEL 3 HSST6X4X0.188 3.280 8.760 16.400 17.914 STEEL 4 HSST8X6X0.25 6.170 36.400 56.600 69.082 STEEL 5 MC8X8 2.500 0.624 23.300 0.052 STEEL 6 2.5CU1.25X057 0.268 0.042 0.260 0.000 STEEL 7 C4X6 1,770 0.345 4.000 0,041 STEEL Materials Mat Name E (kip/in2) v Density (kip/in3) a (/°F) 1 STEEL 29E+3 0.300 0.000 6.5E -6 L 3 IMII VLLJ jJ ) I LLL AVE , V.VVV V.VVV I VI- -V 3 ALUMINUM 10E+3 0.330 0.000 13E -6 4 CONCRETE 3.15E+3 0.170 0.000 5E -6 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 8 of 129 15 Software licensed to Intelligrated Job No mm nm Job Title Shasta Rd|oUzorPlatform Ref By MIRL o*E28+Aug 19 mmGRT nmnu|onzor.GTo nm°mm"O3-Sop-2O1812:41 Supports Node X (kip/in) Y (kip/in) z (kip/in) rX (NplVdog) ry (kip-ft/doO) rz (kiplVdog) 21 Fixed Fixed Fixed 23 Fixed Fixed Fixed 25 Fixed Fixed Fixed 27 Fixed Fixed Fixed 28 Fixed Fixed Fixed ' - - 31 Fixed Fixed Fixed - 33 Fixed Fixed Fixed ' ' 35 Fixed Fixed Fixed ' ' 37 Fixed Fixed Fixed ' 38 Fixed Fixed Fixed 41 Fixed Fixed Fixed ' 43 Fixed Fixed Fixed ' - - OO Fixed Fixed Fixed ' 82 Fixed Fixed Fixed ' - - 113 Fixed Fixed Fmou ' 110 Fixed Fixed Fixed ' Releases Beam ends not shown inthis table are fixed inall directions. Beam Node n y z m n/ vz 31 61 Fixed Fixed Fixed Fixed Fixed pm 33 63 Fixed Fixed Fixed Fixed Fixed Pin 33 04 Fixed Fixed Fixed Fixed Fixed Pin 34 Oo Fixed Fixed Fixed Fixed Fixed Pin 34 08 Fixed Fixed Fixed Fixed Fixed Pin 85 07 Fixed Fixed Fixed Fixed Fixed Pin 35 On Fixed Fixed Fixed Fixed Fixed Pin 36 69 Fixed Fixed Fixed Fixed Fixed Pin 38 70 Fixed Fixed Fixed Fixed Fixed Pin 39 75 Fixed Fixed Fixed Fixed Fixed Pin 39 rO Fixed Fixed Fixed Fixed Fixed Pin 40 rr Fixed Fixed Fixed Fixed Fixed Pin 40 78 Fixed Fixed Fixed r|xoU Fixed Pin 42 62 Fixed Fixed Fixed Fixed Fixed Pin 43 81 Fixed Fixed Fixed Fixed Fixed Pin 44 83 Fixed Fixed Fixed Fixed Fixed Pin 45 84 Fixed Fixed Fixed Fixed pin Pin 45 85 Fixed Fixed Fixed Fixed Pin Pin 40 86 Fixed Fixed Fixed Fixed Pin Pin 40 87 Fixed Fixed Fixed Fixed Pin Pin 47 88 Fixed Fixed Fixed Fixed Pin Pm 47 89 Fixed Fixed Fixed Fixed Pin pin Print Time/Date: 03/09/2019 12:43 STAAD.Fro\8i (SELECTseh���.07,11.82 Print Run 9 of 129 16 re licensed to Intelligrated Job No A-18-14089 Sheet No 10 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD D8te/Time 03-Sep-2019 12:41 Releases Cont... Beam Node x y z 48 90 Fixed Fixed Fixed Fixed Pin Pin 48 91 Fixed Fixed Fixed Fixed Pin Pin 49 92 Fixed Fixed Fixed Fixed Pin Pin 49 93 Fixed Fixed Fixed Fixed Pin Pin 50 94 Fixed Fixed Fixed Fixed Pin Pin 50 95 Fixed Fixed Fixed Fixed Pin Pin 120 97 Fixed Fixed Fixed Fixed Fixed Pin 120 72 Fixed Fixed Fixed Fixed Fixed Pin 121 96 Fixed Fixed Fixed Fixed Fixed Pin 121 74 Fixed Fixed Fixed Fixed Fixed Pin Primary Load Cases Number Name Type 1 +X Seismic 2 -X Seismic 3 +Z Seismic 4 -Z Seismic 5 DEAD LOAD Dead 6 LIVE LOAD Live Beam Combined Axial and Bending Stresses Summary Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 1:+X 1,250 0.092 0.000 1 2:-X 1.250 -0,092 0.000 3:+Z 1.250 0.058 1.250 2 -0.058 1.250 1 4:-Z 1.250 0.058 1.250 1 -0.058 1.250 2 5:DEAD LOAD 1.250 0.112 1.250 1 -0.112 1.250 2 6:LIVE LOAD 1.250 0.000 1.250 2 -0.000 1.250 4 7:ULC, 1 DEAL 1.250 0,112 1.250 1 -0.112 1.250 2 8:ULC, 1 DEAC 1,250 0.112 1.250 1 -0.112 1,250 2 9:ULC, 1 DEA[ 1.250 0.112 1.250 1 -0.112 1.250 2 10:ULC, 1 DEP 1.250 0.177 1.250 1 -0.048 1.250 2 11:ULC, 1 DEA 1.250 0.048 1.250 1 -0.177 1.250 2 12:ULC, 1 DEP 1.250 0.072 1.250 1 -0.072 1.250 2 13:ULC, 1 DEP 1.250 0.153 1.250 1 -0.153 1.250 2 14:ULC, 1 DEP 1.250 0.048 1.250 1 -0.177 1.250 2 15:ULC, 1 DEP 1.250 0.177 1.250 1 -0.048 1.250 2 16:ULC, 1 DEP 1.250 0.153 1.250 1 -0.153 1.250 2 17:ULC, 1 DEP 1,250 0.072 1.250 1 -0.072 1.250 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 10 of 129 17 Software licensed to Intelligrated Job No A-18-14089 Sheet No 11 Rev Part Job Title Shasta Palletizer Platform Ref E3Y MRL Datc23-Aug-19 chd SRT Client File Palletizer.STD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LIC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 18:ULC, 1 DEP 1.250 0.161 1.250 1 -0.064 1.250 2 19:ULC, 1 DEP 1.250 0.064 1.250 1 -0.161 1.250 2 20:ULC, 1 DEP 1.250 0.082 1.250 1 -0.082 1.250 2 21:ULC, 1 DEA 1,250 0.143 1.250 1 -0.143 1.250 2 22:ULC, 1 DEA 1.250 0.064 1.250 1 -0.161 1.250 2 23:ULC, 1 DEA 1.250 0.161 1.250 1 -0.064 1.250 2 24:ULC, 1 DEP 1.250 0.143 1.250 1 -0.143 1.250 25:ULC, 1 DEP 1.250 0.082 1.250 1 -0.082 1.250 2 26:ULC, 0.6 DE 1.250 0.067 1.250 1 -0.067 1.250 2 27:ULC, 0.6 DE 1.250 0.132 1.250 1 -0.003 1.250 2 28:ULC, 0.6 DE 1.250 0.003 1.250 1 -0.132 1.250 2 29:ULC, 0.6 DE 1.250 0.027 1.250 1 -0.027 1.250 2 30:ULC, 0.6 DE 1.250 0.108 1,250 1 -0.108 1.250 2 31:ULC, 0.6 DE 1.250 0.003 1.250 1 -0.132 1.250 2 32:ULC, 0.6 DE 1.250 0.132 1.250 1 -0.003 1.250 2 33:ULC, 0.6 DE 1.250 0.108 1.250 1 -0.108 1.250 2 34:ULC, 0.6 DE 1.250 0.027 1.250 1 -0.027 1.250 , 2 2 1:+X 27.630 397.283 27.630 4 -467.675 27.630 2 2:-X 27.630 467.675 27.630 2 -397.283 27.630 4 3:+Z 27.630 684.859 27.630 3 -617.087 27.630 4:-Z 27.630 617.087 27,630 1 -684.859 27.630 5:DEAD LOAD 27.630 945.443 27.630 1 -1E+3 27.630 6:LIVE LOAD 27.630 679.434 27.630 4 -608.845 27.630 2 7:ULC, 1 DEAL 27.630 945,443 27.630 1 -1E+3 27.630 8:ULC, 1 DEA( 27.630 1.14E+3 27.630 4 -1.13E+3 27.630 2 9:ULC, 1 DEAL 27.630 968,472 27.630 1 -973.933 27.630 2 10:ULC, 1 DEA 27.630 806,259 27.630 1 -913.936 27.630 3 11:ULC, 1 DEA 27,630 1.08E+3 27.630 1 -1.09E+3 27.630 12:ULC, 1 DEP 27.630 513.482 27.630 1 -524.444 27,630 13:ULC, 1 DEP 27.630 1.38E+3 27.630 1 -1.48E+3 27.630 3 14:ULC, 1 DEA 27.630 1.08E+3 27.630 1 -1.09E+3 27.630 3 15:ULC, 1 DEP 27.630 806.259 27.630 1 -913.936 27,630 3 16:ULC, 1 DEP 27.630 1.38E+3 27.630 1 -1.48E+3 27.630 3 17:ULC, 1 DEP 27.630 513.482 27.630 1 -524.444 27.630 3 18:ULC, 1 DEA 27.630 1.18E+3 27.630 4 -1.22E+3 27.630 2 19:ULC, 1 DEP 27.630 1.04E+3 27.630 1 -1E+3 27.630 20:ULC, 1 DEP 27.630 914.557 27.630 4 -884.438 27,630 2 21:ULC, 1 DEA 27.630 1.25E+3 27.630 1 -1.3E+3 27.630 22:ULC, 1 DEP 27.630 1.04E+3 27.630 1 -1E+3 27.630 23:ULC, 1 DEP 27.630 1.18E+3 27.630 4 -1.22E+3 27.630 2 24:ULC, 1 DEA 27.630 1.25E+3 27.630 1 -1.3E+3 27.630 25:ULC, 1 DEA 27.630 914.557 27.630 4 -884.438 27.630 2 26:ULC, 0.6 DE 27.630 567.266 27.630 1 -602.307 27.630 27:ULC, 0.6 DE 27.630 553.436 27.630 4 -637.752 27.630 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 11 of 129 18 Software licensed to Intelligrated Job No A-18-14089 Sheet No 12 Rev Pa Job Title Shasta Palletizer Platform Re By MRL Date2 -Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 27.630 706.450 27.630 1 -692.217 27.630 29:ULC, 0.6 DE 27.630 203.452 27.630 4 -191.053 27.630 2 30:ULC, 0.6 DE 27.630 999.227 27.630 1 -1,08E+3 27.630 3 31:ULC, 0.6 DE 27.630 706.450 27,630 1 -692.217 27.630 32:ULC, 0.6 DE 27.630 553.436 27.630 4 -637.752 27,630 2 33:ULC, 0.6 DE 27.630 999.227 27.630 1 -1.08E+3 27.630 34:ULC, 0.6 DE 27.630 203.452 27.630 4 -191.053 27.630 2 3 1:+X 35.103 2.33E+3 0.000 1 -2,02E+3 0.000 3 2:-X 35.103 2.02E+3 0.000 3 -2.33E+3 0.000 3:+Z 35.103 3.88E+3 0.000 2 -1.02E+3 0.000 1 4:-Z 35.103 1.02E+3 0.000 1 -3.88E+3 0.000 2 5:DEAD LOAD 35.103 7.08E+3 0.000 2 -7.44E+3 35.103 2 6:LIVE LOAD 35.103 27.4E+3 0.000 2 -21E+3 35,103 2 7:ULC, 1 DEAE 35.103 7.08E+3 0.000 2 -7.44E+3 35.103 2 8:ULC, 1 DEAL 35.103 34.5E+3 0.000 2 -28.4E+3 35.103 2 9:ULC, 1 DEA( 35.103 27.7E+3 0.000 2 -23.1E+3 35.103 2 10:ULC, 1 DEP 35.103 8.59E+3 0,000 1 -8,77E+3 35.103 2 11:ULC, 1 DEA 35.103 8.37E+3 0.000 2 -8.99E+3 35.103 12:ULC, 1 DEA 35.103 9.8E+3 0.000 2 -7.51E+3 35.103 2 13:ULC, 1 DEP 35.103 4.39E+3 0.000 2 -7.37E+3 35.103 2 14:ULC, 1 DEA 35.103 8.37E+3 0.000 2 -8.99E+3 35,103 15:ULC, 1 DEP 35.103 8.59E+3 0.000 1 -8.77E+3 35.103 2 16:ULC, 1 DEA 35.103 4.39E+3 0.000 2 -7,37E+3 35.103 2 17:ULC, 1 DEA 35.103 9.8E+3 0.000 2 -7.51E+3 35.103 2 18:ULC, 1 DEA 35.103 28.3E+3 0.000 2 -24.2E+3 35.103 2 19:ULC, 1 DEP 35.103 28.6E+3 0.000 2 -24.2E+3 35.103 2 20:ULC, 1 DEP 35.103 29.7E+3 0.000 2 -23.1E+3 35.103 2 21:ULC, 1 DEA 35.103 25.6E+3 0.000 2 -23.1E+3 35.103 2 22:ULC, 1 DEP 35.103 28.6E+3 0.000 2 -24,2E+3 35.103 2 23:ULC, 1 DEA 35.103 28.3E+3 0.000 2 -24.2E+3 35.103 2 24:ULC, 1 DEP 35.103 25.6E+3 0.000 2 -23.1E+3 35.103 2 25:ULC, 1 DEP 35.103 29.7E+3 0.000 2 -23.1E+3 35.103 2 26:ULC, 0.6 DE 35.103 4.25E+3 0.000 2 -4.46E+3 35.103 2 27:ULC, 0.6 DE 35.103 5.81E+3 0.000 1 -5,82E+3 35.103 2 28:ULC, 0,6 DE 35.103 5.54E+3 0.000 2 -6.02E+3 35.103 29:ULC, 0.6 DE 35.103 6.96E+3 0.000 2 -4.53E+3 35.103 2 30:ULC, 0.6 DE 35.103 1.61E+3 0.000 2 -4.42E+3 35.103 2 31:ULC, 0.6 DE 35.103 5.54E+3 0.000 2 -6,02E+3 35.103 3 32:ULC, 0.6 DE 35.103 5.81E+3 0.000 1 -5.82E+3 35.103 2 33:ULC, 0.6 DE 35.103 1.61E+3 0.000 2 -4.42E+3 35.103 2 34:ULC, 0.6 DE 35.103 6.96E+3 0.000 2 -4.53E+3 35.103 2 4 1:+X 84.000 78.957 0.000 3 -267.593 84.000 2:-X 84.000 267,593 84.000 3 -78.957 0,000 3:+Z 84,000 6.06E+3 0,000 2 -6.4E+3 84.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 12 of 129 19 Job No 13 m~ Part Software licensed to Intelligratad JobTitle Shasta Palletizer Platform ax By IVIRL om23-Aug19 ChoSRT FilePe|leUzor.GTO o°mm=*03-Sop-2O1912:41 Beam Combined Axial and Bending Stresses Su0000arvK~ont,,, maxcnmp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) u (i») Corner 4:-Z 84.000 6AE+3 84.000 3 '6,05E+3 0.000 2 5:DGADLOAD 04.008 6.82E+3 84000 2 '6.97E+3 0.000 2 611VEL0xD 04.000 4.00E+3 D�VVV 2 4.55E+3 84,000 3 TULC.1DEAL 84.000 6.02E+3 84,000 2 '6.97E+3 0.000 2 n:uLC.1DEAL 84.000 2.67E+3 84.000 2 '3.15E+0 0,000 1 8:ULC.1DEAL 84.000 142E+3 04�000 2 '3.81E+3 0.000 z 10:ULC.1 OEP 84.000 0.44E+3 84.000 2 '5.92E+3 0,000 2 11:ULC.1DEA 84.000 6.81 E+3 84.000 2 'T03E+8 0.000 2 12:ULC.1DEP 84.000 2.14E+3 84.000 2 '275E+3 0.000 2 13:ULC.1 DEA 84.008 11.1E+3 04,000 2 '112E+3 0.000 2 14:ULC.1OEP 84.000 6.01E+3 84.000 2 'T03E+3 0.000 2 15:ULC.1DEP 84.000 0.44E+3 84.000 2 '8�92E+5 0.000 2 16:VLC.1DEA 84.000 11]E+3 84.000 2 '112E+3 0.000 2 17:ULC. 1 osA 84.000 214E+3 84.000 z 'zJns+a 0.000 z 18:ULC.1 DEA 84.000 3.34E+3 84.000 2 '3,87E+3 0.000 2 19:ULC.1DEA 84.000 3.5E+3 84.000 2 `195E+5 0.000 2 20:ULC. 1 DEA 84.000 506.551 84.008 2 '1.27E+3 0.000, 1 21:ULC, 1 oEA 84.000 6.72E+3 04.000 2 '7.08E+3 0.000 2 2e:ULC.1DEP 84.000 3.5E+3 04.000 2 '185E+3 0.000 2 23:ULC.1DEP 84.000 3.34E+3 84.000 2 `3.87E+3 0.000 2 24:ULC.1 oEA 84.000 8.72E+3 84,008 2 '7o9s+3 0.000 2 25:UuC.1 DEA 84.000 606.551 04,000 2 '1.27E+3 UoVV 1 26:ULC.0.6D[ 84.000 3.97E+3 84.000 2 4,18E+8 0.000 2 27:ULC.0.0oE 84.000 3.79E+3 84.000 2 4.13s+3 0.000 2 28:ULC.0.6D[ e4.000 4.10E+3 84.000 2 42*E+3 0.000 z 29:ULC.0.6DE 84.000 55.019 0,000~ 3 '500.058 84�000 3 30:ULC.0.6DE 84.000 8.*5E+3 64,000 2 '8.42E+3 0.000 u 31:ULC.0.8D[ 84.000 4.16E+3 8*.000 2 4.2*E+3 0.000 % 32:VLo.0.6DE 84.000 3.79E+3 84.000 2 413E+3 0.000 2 33;VLC.0.5D[ 84�000 845E+3 84.000 3 '8.42E+3 0,000 2 34:VLC.0.6DE 84.000 55.019 0,000 3 '5W8513 04�000 3 e 1:+X 84.000 144,214 0.000 1 '110.148 84.000 2 2y« K000 110.146 04o00 2 '1+4214 0.000 1 3:+z V4000 6,42E+3 U00 2 -T04E+3 84.000 2 4a 84,000 7.04E+8 84.000 2 '6.42E+3 0.000 2 5:oEADLOAo 84.000 743E+3 84.000 2 '7.15E+3 0.000 2 611VELOAD 84.000 4,08E+3 0�000 2 '*u8E+3 84.000 3 TVLC.1 DEAL 84�000 7.43E+3 84,000 2 '7.15E+3 0.000 2 8:ULC.^DEAL 8*,000 2.92s+3 84.000 2 '2�84E+3 0.000 1 9:ULC.1DEAL 04.000 3.86E+3 84.000 2 '3.74E+3 0.000 2 10:VLC.1 DGu 84D00 7.38E+3 K000 2 '7.08E+3 0.000 2 11:ULC.1 DEA 84.800 7.48E+3 04�000 o '7.22E+3 0.000 2 12:uLC.1osp 64.000 2.5E+3 84.000 u '2,65E+3 0.000 u 13:uLC.1 osP 84.000 12.4E+3 84�000 u '11�6E+3 0.000 2 STAAD.PmV0(SELsCTonhesU)2U7.11.8o Print Run 13 of 129 20 re licensed to Intelligraled Job No m Sheet No 14 Rev Job TitleShasta FalletizerPlatform mx By IVIRL o*123-Aug13 File Pal|etizecGTD Beam Combined Axial and Bend^nq Stresses Summary Cont... Max Comp Max Tens Beam L/C . Length (i») Suess (psi) d (i») Corner Stress (psi) u (i») Corner 14:VLC.1DEP 84.000 7,48E+3 84.000 2 'T22E+3 VlmV 2 15:ULC.1DEP 84.000 7.38E+3 84.000 2 -7.08E+3 0.000 2 15:ULC, 1 DEP 04.000 12.4E+3 84.000 2 '11.6E+3 0.000 2 17:VLC, 1 DEA 84.000 2.5E+3 04�000 2 '2,65E+3 0.000 2 18:ULC.1DEO 84,000 19E+3 84.080 2 -3,86E+3 UOV 2 19:uLC.1nE* 84o00 8.92E+3 84�000 2 -3.81s+3 0.000 2 20:UU}.1 DGu 84.000 604.687 04�000 2 '701.018 84.000 4 21:ULC.1 DsP 84�000 746E+3 04.800` 2 -7.01E+3 0.000 2 22:ULC.1 DEP 84.000 3.82E+3 84.000 2 '3.81E+3 U00 2 23:ULC.1 DsA 84300 3.8E+3 84.000 2 '166E+3 0.000 2 24:ULC.1 DEP 84�000 7.40E+3 84�000 2 'T01E+3 0.000 2 25:VLC. 1 DEA 84�000 604.687 84.000 2 '701.019 84.000 4 20:ULC.0.6D[ 84,000 4.46E+3 84.000 2 4,29E+3 0,000 2 27:ULC.0.6D[ 84.000 4.41E+3 84.800 2 '4.22E+3 0.000 2 28:ULC.0.0DE 8*.000 4.51E+3 84.000 2 -4.36E+3 0.000 2 28:ULC.0.0DE 84.000 208.197 8.000 2 468.000 84�000 V 30:ULC.0.6D[ 84.000 9.38E+3 84u00 2 '879e+3 n000 2 31:VLC.0.6 DE 84.000 4.51E+3 ` O*.VUO 2 '4.30E+3 0,000 2 au:uLC.n�oDIE 84o00 4A1s+3 84.000 u '*22s+3 0,000 u 33:uLC.0.0DE 84.000 9,38E+3 84�000 2 '0J8E+3 0.000 z 34:ULC 8,001 8��OOO ' 2O0�1gr O�O�O 2 -*V8�OOO 84.O0V 3 0 1:+X 04.000 ' 130.554 0.080 2 '127260 ' 84.000 � 2 2:'x 84�000 127.268 84�000 2 '130.554 U00 2 3:+Z 84.000 0.8E+3 0,000 2 -173E+3 84.000 2 4:'z 04.000 6.73E+3 84.000 2 '6.8s+3 0.000 2 o:DEADLOaD 84.000 7.44E+3 84.000 2 -7.33E+3 0.000 2 6:UVELOAD 84.800 4.84E+3 0.000 2 455E+3 84.000 2 TuLo.1oE*[ 84.000 7.44E+3 84u00 2 '7,35s+3 0,000 u O:ULC 1DEA1 84�080 2.81E+3 84.000 2 '2,49E+3 U08 2 9:ULC.1 DEA[ 04.000 4.03E+3 84.000 z '37E+3 0.000 2 10:ULC.1nE^ 84.000 7.38E+3 e4.000 2 'Tzrs+a nonn 2 11:ULC.1DEx 84,000 7.5E+3 84.000 z '7.89E+3 0,080 2 12:uLC.1osp 84.800 2J4E+3 84.000 2 '2.57s+3 0.000 u 13:VLC.1 DEA 84-000 122E+3 04.000 2 '12.1E+3 0,000 2 1*:ULC.1DE^ 84.000 7,5s+3 84.000 z '739s+3 0o00 u 15:uLC.1 DEA 84o00 7.38s+3 84.000 2 -7.27s+3 0o00 2 1e:VLC.1 DEA 84.000 12.2E+3 84.000 ' 2 '12.1E+3 0�000 2 17:ULC.1DsA 84�000 2.74E+3 84.000 2 a.57E+3 0.000 2 18:uLc.1DEA 84u00 3.eeE+3 84.000 2 '3.05E+3 0.000 o 19:ULC.1DE^ 84.000 4.08E+3 84.000 2 '375E+3 0.000 2 20:ULC.1DEf 84.008 043.058 84,000 2 '281004 84.000 4 21:ULC.1DEA 84.800 7.56E+3 84�000 2 'T27E+3 UOn 2 22:ULC.1DEA 84,000 4,08E+3 84.000 2 -3,75E+3 0.000 u 23:uLC.1 oEA e4.000 3.89E+3 84.080 2 '3.65e+3 0.000 2 Print Time/Date: 03/0912019 12:43 Print Run 14 of 129 21 are licensed to Intelligrated Job No A-18-14089 Sheet No 15 Rev Part Job Title Shasta Palletizer Platform Ref 9Y MRL Datc23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 24:ULC, 1 DEA 84.000 7.56E+3 84.000 2 -7.27E+3 0.000 2 25:ULC, 1 DEA 84.000 643.058 84.000 2 -283,064 84.000 4 26:ULC, 0.6 DE 84.000 4.47E+3 84.000 2 -4.4E+3 0.000 2 27:ULC, 0.6 DE 84.000 4.41E+3 84.000 2 -4.34E+3 0.000 2 28:ULC, 0.6 DE 84.000 4.53E+3 84.000 2 -4.46E+3 0.000 2 29:ULC, 0,6 DE 84,000 359.772 0.000 2 -241,720 84.000 2 30:ULC, 0.6 DE 84,000 9.17E+3 84.000 2 -9.16E+3 0.000 31:ULC, 0.6 DE 84.000 4.53E+3 84.000 2 -4.46E+3 0.000 2 32:ULC, 0.6 DE 84.000 4.41E+3 84.000 2 -4.34E+3 0,000 2 33:ULC, 0.6 DE 84.000 9.17E+3 84.000 2 -9.16E+3 0.000 _., 2 34:ULC, 0.6 DE 84.000 359.772 0.000 2 -241.720 84.000 2 7 1:+X 84.000 132,644 0.000 2 -122.709 84.000 2 2:-X 84.000 122.709 84.000 2 -132.644 0.000 2 3:+Z 84.000 6.8E+3 0.000 2 -6.78E+3 84.000 2 4:-Z 84,000 6.78E+3 84.000 2 -6.BE+3 0.000 5:DEAD LOAD 84.000 7.54E+3 84.000 2 -7.43E+3 0.000 2 6:LIVE LOAD 84.000 4.72E+3 0.000 2 -4.39E+3 84.000 7:ULC, 1 DEAL 84.000 7.54E+3 84.000 2 -7.43E+3 0.000 8:ULC, 1 DEAC 84.000 3.15E+3 84.000 2 -2.71E+3 0.000 9:ULC, 1 DEAC 84.000 4.25E+3 84.000 2 -3.89E+3 0.000 2 10:ULC, 1 DEA 84.000 7.49E+3 84.000 2 -7.36E+3 0.000 2 11:ULC, 1 DEA 84.000 7.6E+3 84.000 2 -7.49E+3 0.000 2 12:ULC, 1 DEP 84.000 2.8E+3 84.000 2 -2.67E+3 0.000 2 13:ULC, 1 DEA 84,000 12,3E+3 84.000 2 -12.2E+3 0.000 14:ULC, 1 DEP 84.000 7.6E+3 84.000 2 -7.49E+3 0.000 2 15:ULC, 1 DEA 84.000 7.49E+3 84.000 2 -7.36E+3 0.000 2 16:ULC, 1 DEP 84.000 12.3E+3 84.000 2 -12.2E+3 0.000 2 17:ULC, 1 DEA 84.000 2.8E+3 84.000 2 -2.67E+3 0.000 2 18:ULC, 1 DEP 84.000 4.21E+3 84.000 2 -3.84E+3 0.000 2 19:ULC, 1 DEP 84.000 4.29E+3 84.000 2 -3.94E+3 0.000 2 20:ULC, 1 DEP 84.000 686.398 84.000 2 -340.753 0.000 21:ULC, 1 DEA 84.000 7.81E+3 84.000 2 -7.46E+3 0.000 2 22:ULC, 1 DEP 84.000 4.29E+3 84.000 2 -3.94E+3 0.000 23:ULC, 1 DEA 84.000 4.21E+3 84.000 2 -3.84E+3 0.000 2 24:ULC, 1 DEP 84.000 7.81E+3 84.000 2 -7.46E+3 0.000 25:ULC, 1 DEP 84.000 686.398 84.000 2 -340.753 0.000 26:ULC, 0.6 DE 84.000 4.53E+3 84.000 2 -4.46E+3 0.000 2 27:ULC, 0.6 DE 84.000 4.47E+3 84.000 2 -4.39E+3 0.000 2 28:ULC, 0.6 DE 84.000 4.58E+3 84.000 2 -4.52E+3 0.000 2 29:ULC, 0.6 DE 84.000 304.206 0.000 2 -247.688 84.000 2 30:ULC, 0.6 DE 84.000 9,28E+3 84.000 2 -9.22E+3 0.000 2 31:ULC, 0.6 DE 84.000 4.58E+3 84.000 2 -4,52E+3 0.000 2 32:ULC, 0.6 DE 84.000 4.47E+3 84.000 2 -4.39E+3 0.000 2 33:ULC, 0.6 DE 84.000 9.28E+3 84.000 2 -9.22E+3 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 15 of 129 22 oftware licensed to Intelligrated Job No A-18-1408S Part Sheet No 16 Rev Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 84.000 304.206 0.000 2 -247.688 84.000 2 8 1:+X 84.000 99.363 0.000 2 -144.678 84.000 2 2:-X 84.000 144.678 84.000 2 -99.363 0.000 2 3:+Z 84.000 6.31E+3 0.000 2 -7.42E+3 84.000 2 4:-Z 84.000 7.42E+3 84.000 2 -6.31E+3 0,000 2 5:DEAD LOAD 84.000 7.67E+3 84.000 2 -7.52E+3 0.000 2 6:LIVE LOAD 84.000 3.96E+3 0.000 2 -5.13E+3 84.000 2 7:ULC, 1 DEAC 84.000 7.67E+3 84.000 2 -7.52E+3 0.000 2 8:ULC, 1 DEAC 84.000 2.54E+3 84.000 2 -3,56E+3 0.000 1 9:ULC, 1 DEAL 84.000 3.83E+3 84.000 2 -4.55E+3 0.000 2 10:ULC, 1 DEP 84.000 7.59E+3 84.000 2 -7.46E+3 0.000 2 11:ULC, 1 DEA 84.000 7.75E+3 84.000 2 -7.57E+3 0.000 2 12:ULC, 1 DEP 84.000 2.47E+3 84.000 2 -3.1E+3 0.000 2 13:ULC, 1 DEP 84.000 12.9E+3 84.000 2 -11.9E+3 0.000 2 14:ULC, 1 DEP 84.000 7.75E+3 84.000 2 -7,57E+3 0.000 2 15:ULC, 1 DEP 84.000 7.59E+3 84.000 2 -7.46E+3 0,000 2 16:ULC, 1 DEP 84.000 12.9E+3 84.000 2 -11.9E+3 0.000 2 17:ULC, 1 DEP 84.000 2.47E+3 84.000 2 -3.1E+3 0.000 2 15:ULC, 1 DEP 84.000 3.77E+3 84.000 2 -4.51E+3 0.000 2 19:ULC, 1 DEP 84.000 3.88E+3 84.000 2 -4.59E+3 0.000 2 20:ULC, 1 DEP 84.000 -1.34E+3 84.000 21:ULC, 1 DEA 84.000 7.72E+3 84.000 2 -7.86E+3 0.000 2 22:ULC, 1 DEP 84.000 3.88E+3 84.000 2 -4.59E+3 0.000 2 23:ULC, 1 DEP 84.000 3.77E+3 84.000 2 -4.51E+3 0.000 24:ULC, 1 DEP 84.000 7.72E+3 84.000 2 -7.86E+3 0.000 2 25:ULC, 1 DEP 84.000 -1.34E+3 84.000 26:ULC, 0.6 DE 84.000 4.6E+3 84.000 2 -4.51E+3 0.000 2 27:ULC, 0.6 DE 84.000 4.53E+3 84.000 2 -4.46E+3 0.000 2 28:ULC, 0.6 DE 84.000 4.68E+3 84.000 2 -4.57E+3 0.000 2 29:ULC, 0.6 DE 84.000 -706.561 84.000 2 30:ULC, 0.6 DE 84.000 9.8E+3 84.000 2 -8.93E+3 0.000 2 31:ULC, 0.6 DE 84.000 4.68E+3 84.000 2 -4.57E+3 0.000 2 32:ULC, 0.6 DE 84.000 4.53E+3 84.000 2 -4.46E+3 0.000 2 33:ULC, 0.6 DE 84.000 9.8E+3 84.000 2 -8.93E+3 0,000 2 34:ULC, 0.6 DE 84.000 -706.561 84.000 2 9 , 1:+X 1.500 0.011 0.000 1 2:-X 1.500 -0.011 0.000 3:+Z 1.500 0.008 1.500 2 -0.008 1.500 4:-Z 1.500 0.008 1.500 1 -0.008 1.500 2 5:DEAD LOAD 1.500 0.162 1.500 1 -0.162 1.500 2 6:LIVE LOAD 1.500 0.000 1.500 2 -0.000 1.500 1 7:ULC, 1 DEAC 1.500 0.162 1.500 1 -0.162 1.500 2 8:ULC, 1 DEAC 1.500 0.162 1.500 1 -0.162 1,500 2 9:ULC, 1 DEAL 1.500 0.162 _ 1.500 1 -0.162 1.500 2 Print Tirne/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 16 of 129 23 Software licensed to Intelligrated ob No A-18-1408 Sheet No 17 Rev Part ob Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd s RT Client Palletizer.STD Daterrime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Corner - Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) 10:ULC, 1 DEP 1,500 0.169 1.500 1 -0.154 1.500 2 11:ULC, 1 DEA 1.500 0.154 1.500 1 -0.169 1.500 2 12:ULC, 1 DEP 1.500 0.156 1.500 1 -0,156 1.500 2 13:ULC, 1 DEP 1,500 0,168 1.500 1 -0.168 1.500 14:ULC, 1 DEP 1.500 0.154 1.500 1 -0.169 1,500 2 15:ULC, 1 DEA 1.500 0.169 1.500 1 -0.154 1.500 2 16:ULC, 1 DEP 1.500 0.168 1.500 1 -0.168 1.500 2 17:ULC, 1 DEP 1.500 0.156 1.500 1 -0.156 1.500 2 18:ULC, 1 DEP 1.500 0.168 1.500 1 -0.156 1.500 2 19:ULC, 1 DEP 1.500 0.156 1.500 1 -0.168 1.500 2 20:ULC, 1 DEP 1.500 0.158 1.500 1 -0.158 1.500 2 21:ULC, 1 DEP 1,500 0.166 1.500 1 -0.166 1.500 2 22:ULC, 1 DEA 1.500 0.156 1.500 1 -0.168 1.500 2 23:ULC, 1 DEA 1.500 0.168 1.500 1 -0.156 1.500 2 24:ULC, 1 DEP 1.500 0.166 1.500 1 -0.166 1.500 2 25:ULC, 1 DEA 1.500 0.158 1.500 1 -0.158 1.500 2 26:ULC, 0.6 DE 1.500 0.097 1.500 1 -0.097 1.500 2 27:ULC, 0.6 DE 1.500 0.105 1.500 1 -0.090 1.500 2 28:ULC, 0.6 DE 1.500 0.090 1.500 1 -0.105 1.500 2 29:ULC, 0.6 DE 1.500 0.091 1.500 1 -0.091 1.500 2 30:ULC, 0.6 DE 1.500 0.103 1.500 1 -0.103 1.500 2 31:ULC, 0.6 DE 1.500 0.090 1.500 1 -0.105 1.500 2 32:ULC, 0.6 DE 1.500 0.105 1.500 1 -0.090 1.500 2 33:ULC, 0.6 DE 1.500 0.103 1.500 1 -0.103 1.500 2 34:ULC, 0.6 DE 1.500 0.091 1.500 1 -0.091 1.500 2 10 1:+X 1.500 0.011 0.000 2:-X 1.500 -0.011 0.000 3:+Z 1.500 0,008 1.500 2 -0.008 1.500 4:-Z 1.500 0.008 1.500 1 -0,008 1.500 2 5:DEAD LOAD 1.500 0.162 1.500 1 -0.162 1.500 6:LIVE LOAD 1.500 0.000 1.500 3 -0.000 1.500 7:ULC, 1 DEAL 1.500 0.162 1.500 1 -0.162 1.500 8:ULC, 1 DEAC 1.500 0.162 1.500 1 -0.162 1.500 2 9:ULC, 1 DEAC 1.500 0.162 1.500 1 -0.162 1.500 2 10:ULC, 1 DEA 1.500 0.169 1.500 1 -0.154 1.500 2 11:ULC, 1 DEA 1.500 0,154 1.500 1 -0.169 1.500 2 12:ULC, 1 DEA 1.500 0.156 1.500 1 -0.156 1.500 2 13:ULC, 1 DEA 1.500 0.168 1.500 1 -0.168 1.500 2 14:ULC, 1 DEA 1.500 0.154 1.500 1 -0,169 1.500 2 15:ULC, 1 DEP 1.500 0.169 1.500 1 -0.154 1.500 2 16:ULC, 1 DEA 1.500 0.168 1.500 1 -0.168 1.500 2 17:ULC, 1 DEP 1.500 0.156 1.500 1 -0.156 1.500 2 18:ULC, 1 DEA 1.500 0.168 1.500 1 -0.156 1.500 2 19:ULC, 1 DEP 1.500 0.156 1,500 1 -0.168 1.500 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 17 of 129 24 Software licensed to Intelligrated Job No A-18-14089 Sheet No 18 Rev Part Job Title Shasta Palletizer Platform Ref BY MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD oatemme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (Psi) d (in) Corner 20:ULC, 1 DEP 1.500 0.158 1.500 1 -0.158 1.500 2 21:ULC, 1 DEP 1.500 0.166 1.500 1 -0.166 1.500 2 22:ULC, 1 DEP 1.500 0.156 1.500 1 -0.168 1.500 2 23:ULC, 1 DEP 1.500 0.168 1.500 1 -0.156 1.500 2 24:ULC, 1 DEP 1.500 0.166 1.500 1 -0.166 1.500 2 25:ULC, 1 DEP 1.500 0.158 1.500 1 -0.158 1.500 2 26:ULC, 0.6 DE 1.500 0.097 1.500 1 -0.097 1.500 2 27:ULC, 0.6 DE 1.500 0.105 1.500 1 -0.090 1.500 2 28:ULC, 0.6 DE 1.500 0.090 1.500 1 -0.105 1.500 2 29:ULC, 0.6 DE 1.500 0.091 1.500 1 -0.091 1.500 2 30:ULC, 0.6 DE 1.500 0.103 1.500 1 -0.103 1.500 31:ULC, 0.6 DE 1.500 0.090 1.500 1 -0.105 1.500 2 32:ULC, 0.6 DE 1.500 0.105 1.500 1 -0.090 1.500 2 33:ULC, 0.6 DE 1.500 0.103 1.500 1 -0.103 1.500 2 34:ULC, 0.6 DE 1.500 0.091 1.500 1 -0.091 1.500 2 11 1:+X 82.500 600.317 0.000 3 -660.731 0.000 1 2:-X 82.500 660.731 0.000 1 -600.317 0.000 3:+Z 82.500 2.56E+3 82.500 2 -2.57E+3 82.500 1 4:-Z 82.500 2.57E+3 82.500 1 -2.56E+3 82.500 2 5:DEAD LOAD 82.500 2.98E+3 82.500 1 -2.97E+3 82.500 2 6:LIVE LOAD 82.500 1.28E+3 82.500 2 -1.26E+3 82.500 7:ULC, 1 DEA[ 82.500 2.98E+3 82.500 1 -2.97E+3 82.500 2 8:ULC, 1 DEA[ 82.500 1.73E+3 82.500 1 -1.69E+3 82.500 9:ULC, 1 DEA[ 82.500 2.04E+3 82.500 1 -2.01E+3 82.500 3 10:ULC, 1 DEP 82.500 3.39E+3 82.500 1 -3.41E+3 82.500 11:ULC, 1 DEA 82.500 3.15E+3 82.500 4 -3.09E+3 82.500 2 12:ULC, 1 DEP 82.500 1.19E+3 82.500 1 -1.18E+3 82.500 2 13:ULC, 1 DEP 82.500 4.78E+3 82.500 1 -4.76E+3 82.500 2 14:ULC, 1 DEP 82.500 3.15E+3 82.500 4 -3.09E+3 82.500 2 15:ULC, 1 DEP 82.500 3.39E+3 82.500 1 -3.41E+3 82.500 3 16:ULC, 1 DEA 82.500 4.78E+3 82.500 1 -4.76E+3 82.500 2 17:ULC, 1 DEP 82.500 1.19E+3 82.500 1 -1.18E+3 82.500 2 18:ULC, 1 DEP 82.500 2.35E+3 82.500 1 -2.34E+3 82.500 3 19:ULC, 1 DEP 82.500 2.1E+3 82.500 4 -2.03E+3 82.500 2 20:ULC, 1 DEP 82.500 697.661 82.500 1 -666.838 82.500 21:ULC, 1 DEP 82.500 3.39E+3 82.500 1 -3.35E+3 82.500 2 22:ULC, 1 DEP 82.500 2.1E+3 82.500 4 -2.03E+3 82.500 2 23:ULC, 1 DEP 82.500 2.35E+3 82.500 1 -2.34E+3 82.500 3 24:ULC, 1 DEP 82.500 3.39E+3 82.500 1 -3.35E+3 82.500 2 25:ULC, 1 DEP 82.500 697.661 82.500 1 -666.838 82.500 3 26:ULC, 0.6 DE 82.500 1.79E+3 82.500 1 -1.78E+3 82.500 2 27:ULC, 0.6 DE 82.500 2.19E+3 82.500 1 -2.22E+3 82.500 28:ULC, 0.6 DE 82.500 2.06E+3 82.500 4 -2.01E+3 82.500 2 29:ULC, 0.6 DE 82.500 150.353 34.375 2 -144.678 34.375 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 18 of 129 25 Software licensed to Intelligra ed ob No A-18-14089 eet No 19 Rev Part Job Title Shasta Palletizer Platform BY MRL Dat€23-Aug-19 Chd SRT Client Fil Palletizer.STD Daterfime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 30:ULC, 0.6 DE 82.500 3,59E+3 82.500 1 -3.57E+3 82.500 2 31:ULC, 0.6 DE 82.500 2.06E+3 82.500 4 -2.01E+3 82.500 2 32:ULC, 0.6 DE 82.500 2.19E+3 82.500 1 -2.22E+3 82.500 33:ULC, 0.6 DE 82.500 3.59E+3 82,500 1 -3.57E+3 82.500 2 34:ULC, 0.6 DE 82.500 150.353 34.375 2 -144.678 34.375 1 12 1:+X 82.500 742.450 82.500 2 -695.397 82.500 4 2:-X 82.500 695.397 82,500 4 -742.450 82.500 2 3:+Z 82.500 2,59E+3 82,500 2 -2.59E+3 82.500 1 4:-Z 82.500 2.59E+3 82.500 1 -2.59E+3 82.500 2 5:DEAD LOAD 82.500 2.88E+3 82.500 1 -2.88E+3 82.500 2 6:LIVE LOAD 82.500 1.53E+3 82.500 2 -1.54E+3 82.500 7:ULC, 1 DEA[ 82.500 2.88E+3 82.500 1 -2.88E+3 82.500 2 8:ULC, 1 DEA[ 82.500 1.34E+3 82,500 1 -1.35E+3 82.500 2 9:ULC, 1 DEAL 82.500 1.73E+3 82.500 1 -1.73E+3 82.500 2 10:ULC, 1 DEP 82.500 3.08E+3 82.500 1 -3.05E+3 82.500 11:ULC, 1 DEA 82.500 3.37E+3 82.500 4 -3.4E+3 82.500 2 12:ULC, 1 DEP 82.500 1.06E+3 82,500 1 -1.07E+3 82.500 2 13:ULC, 1 DEA 82.500 4,7E+3 82.500 1 -4.69E+3 82.500 2 14:ULC, 1 DEP 82.500 3.37E+3 82.500 4 -3.4E+3 82.500 2 15:ULC, 1 DEP 82.500 3.08E+3 82.500 " 1 -3.05E+3 82.500 16:ULC, 1 DEP 82.500 4.7E+3 82.500 1 -4.69E+3 82.500 2 17:ULC, 1 DEP 82.500 1.06E+3 82.500 1 -1.07E+3 82.500 2 18:ULC, 1 DEP 82.500 1.89E+3 82.500 1 -1.88E+3 82.500 19:ULC, 1 DEP 82.500 2.09E+3 82.500 4 -2.12E+3 82.500 2 20:ULC, 1 DEP 82.500 364.848 82.500 1 -373.867 82.500 2 21:ULC, 1 DEP 82.500 3.09E+3 82.500 1 -3.09E+3 82.500 2 22:ULC, 1 DEA 82.500 2.09E+3 82.500 4 -2.12E+3 82.500 2 23:ULC, 1 DEA 82.500 1,89E+3 82.500 1 -1,88E+3 82.500 24:ULC, 1 DEP 82.500 3,09E+3 82.500 1 -3.09E+3 82.500 25:ULC, 1 DEP 82.500 364.848 82.500 • 1 -373.867 82.500 2 26:ULC, 0.6 DE 82.500 1,73E+3 82.500 1 -1,73E+3 82.500 2 27:ULC, 0.6 DE 82.500 2,02E+3 82.500 1 -1.99E+3 82.500 28:ULC, 0.6 DE 82.500 2,21E+3 82.500 4 -2.25E+3 82,500 2 29:ULC, 0.6 DE 82.500 156.939 48.125 2 -158.766 48.125 30:ULC, 0.6 DE 82.500 3.54E+3 82.500 1 -3.54E+3 82.500 2 31:ULC, 0.6 DE 82.500 2,21E+3 82.500 4 -2.25E+3 82.500 2 32:ULC, 0.6 DE 82.500 2.02E+3 82.500 1 -1.99E+3 82.500 33:ULC, 0.6 DE 82.500 3,54E+3 82.500 1 -3.54E+3 82.500 2 34:ULC, 0.6 DE 82.500 156.939 48.125 2 -158.766 48.125 13 1:+X 82.500 677.892 82.500 2 -715.305 82.500 4 2:-X 82.500 715.305 82.500 4 -677.892 82.500 2 3:+Z 82.500 2.44E+3 82,500 2 -2.45E+3 82.500 4:-Z 82.500 2.45E+3 82.500 1 -2.44E+3 82.500 2 5:DEAD LOAD 82.500 2.59E+3 82.500 1 -2.58E+3 82.500 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 19 of 129 26 oftware, licensed to Intelligrated Job No heetNo 20 nm Part Job Title Shasta Palletizer Platform Re By xent File Falletizer.STD ateM Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (i») Corner Stress (psi) d (|») Corner 0i|VEL0AD 82.500 1.64E+3 82,500 2 -1.64E+3 82,500 1 7:UuC.1 DEA[ 02�500 2.58E+3 02.500 1 £58E+3 82.500 2 8:ULC.IDEAE 02,500 945.397 82,500 1 -944.658 82,500 3 9:ULC.1 DEA[ 82,500 1.30E+3 01500 1 '1.35E+3 82.500 3 10:ULC.1DEA 82.500 3E+3 82.500 1 '102E+3 82.500 3 11:ULC.1 DEA 82�500 2.88E+3 82.500 4 '2.85E+3 82.500 2 12:ULC.1DEA 82.500 875288 82.500 1 '873.935 82.500 2 13:1.111-C.1DEA 02.500 4.3E+3 82.500 1 428E+3 82,500 2 14:ULC.1DEA 02.508 2.88E+3 02.500 4 'Z85E+3 82.500 2 15:ULC.1 DEA 82.500 3E+3 02.500 1 '3.02E+3 82,500 3 10:ULC.1 DG» 82�500 4.8E+3 82�500 1 4,29E+3 82�500 2 17-1.11-C.1 OEA 82.500 875.288 82.500 1 '871835 82.500 2 18:ULC.1DEA 02.500 1.00E+3 82.500 1 '1.68E+3 82.500 3 19:ULC.1 DEA 82.500 1.54E+3 82.500 4 -1,52E+3 82.500 2 20:ULC.1 DEA 82.500 234.501 0.000 1 '225.066 0.000 2 21:ULC.1 DEA 81500 2.64E+3 82,500 1 '2.64E+8 82.500 2 22:ULC.1 DEA 82.500 1.54E+3 82a00 4 '1,52E+3 82.500 2 23:VLC.1 DEA 82.500 1.80E+3 82�500 1 '1,58E+3 82.500 3 24:uuc.1 osp 82�500 z.ows+o 82.500 1 'u.a*s~n 82.500 z 25:ULC.1 DEA 82.500 224.501 0.000 1 -225.366 U00 2 20:ULC.0 D[ 8Z500 1.55E+3 82.500 1 '1.55E+3 82.500 2 2r:ULC.0.ODIE 82.500 1.96s+3 82.500 1 1.89E+3 8Z500 3 20:ULC.U.8DIE 02.500 1.93E+3 82.500 4 '1,9E+3 81500 2 o8:ULC.V.6DIE 82.500 19eo82 68.750 u -190670 68.750 4 30:ULC.0.0DE 82�500 327E+3 82,500 1 '3,26E+3 82.500 2 31:uLC.0.0DE 02.500 1.93E+3 02.500 4 '1.8E+3 82.500 2 32:1.11-C.0.8DE 02.500 1�801E+3 82.500 1 '1.98E+3 82.500 3 33:ULC. 0.6 DIE 82.500 5.27s+3 82.500 1 '3.26E+3 82.500 z 5*:ULC.0,6 D[ 82,500 1W082 68J50 2 '188.676 68J50 4 14 1:+X ez�oVO 721.072 82.500 2 '721.755 82.500 4 o:'x azann 721J55 82�500` 4 '721.872 00000 2 3:+Z 82.500 225E+3 82�580 2 '226s+3 82�500 1 4:'Z 82.500 2.26s~3 azsoo 1 'o.ons+a 82.500 u 5:DEADLOAD 02.500 2.4E+3 82.500 1 '2,30E+3 82,500 2 61|VELOAD 02500 1.50E+3 82.500 2 '1.58s+3 82.500 1 7:VLC.1oEA[ 02�500 2.4E+3 82500 1 '2.38E+3 82.500 2 O:ULC, 1 DEA[ 8Z500 810,078 82500 1 '882.750 82.500 2 9:uLC.1osAc 02.500 1.21s+3 82.500 1 '1.2E+3 82.500 z 10:UuC.1 DsA 02.500 2.72E+3 82,508 1 '2,7s+3 02,500 3 11:uLc.1 nEA 82.500 2.9s+3 82.500 4 'Z83E+3 82.500 2 12:VLC.1 DEA 82.500 815.063 82.500 1 'e08.872 82,500 2 13:ULC.1 DE^ 82.500 3.88E+3 02�500 1 -3,95E+3 82.500 2 14:ULC.1nEA aZoou z.$s+a 82.500 4 '2�89E+3 0Z580 c 15:1.11-C.1DEA 8e.500 2J2s+3 oZ500 1 '2.7E+3 82�580 3 37AAD.Prnw8i(GELsCneneo6)2O,q7.11.Oz Print Run 20 of 129 27 re licensed to Intelligrated Job No A-18-14089 Sheet No 21 Rev Part Job Tale Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD oatemiTie 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 16:ULC, 1 DEP 82.500 3.98E+3 82.500 1 -3.95E+3 82.500 2 17:ULC, 1 DEP 82.500 815,063 82.500 1 -808.872 82.500 2 18:ULC, 1 DEP 82.500 1.48E+3 82,500 1 -1.47E+3 82.500 19:ULC, 1 DEA 82.500 1.59E+3 82.500 4 -1.58E+3 82.500 2 20:ULC, 1 DEP 82.500 229.754 0.000 1 -226.752 0,000 2 21:ULC, 1 DEP 82.500 2.39E+3 82.500 1 -2.38E+3 82.500 2 22:ULC, 1 DEP 82.500 1.59E+3 82.500 4 -1.58E+3 82.500 2 23:ULC, 1 DEP 82.500 1.48E+3 82.500 1 -1.47E+3 82.500 3 24:ULC, 1 DEP 82.500 2.39E+3 82.500 1 -2.38E+3 82.500 2 25:ULC, 1 DEP 82.500 229.754 0.000 1 -226.752 0.000 2 26:ULC, 0.6 DE 82.500 1.44E+3 82.500 1 -1.43E+3 82,500 2 27:ULC, 0.6 DE 82.500 1.81E+3 82.500 1 -1.8E+3 82.500 28:ULC, 0.6 DE 82.500 1.94E+3 82.500 4 -1.93E+3 82.500 2 29:ULC, 0.6 DE 82.500 168.045 61.875 2 -167.921 61.875 1 30:ULC, 0.6 DE 82.500 3.02E+3 82.500 1 -3E+3 82.500 2 31:ULC, 0.6 DE 82.500 1.94E+3 82.500 4 -1.93E+3 82.500 2 32:ULC, 0.6 DE 82.500 1.81E+3 82.500 1 -1.8E+3 82.500 3 33:ULC, 0.6 DE 82.500 3.02E+3 82.500 1 -3E+3 82.500 2 34:ULC, 0.6 DE 82.500 168.045 61.875 2 -167.921 61,875 1 15 1:+X 82,500 722.646 82.500 2 -719.239 82.500 4 2:-X 82.500 719.239 82.500 4 -722.646 82.500 2 3:+Z 82.500 2.43E+3 82.500 2 -2.43E+3 82.500 1 4:-Z 82.500 2.43E+3 82.500 1 -2.43E+3 82.500 2 5:DEAD LOAD 82.500 2.71E+3 82.500 1 -2.72E+3 82.500 2 6:LIVE LOAD 82.500 1.63E+3 82.500 2 -1.63E+3 82.500 1 7:ULC, 1 DEAC 82.500 2.71E+3 82.500 1 -2.72E+3 82.500 2 8:ULC, 1 DEAC 82.500 1.09E+3 82.500 1 -1.09E+3 82.500 2 9:ULC, 1 DEAC 82.500 1.49E+3 82.500 1 -1.5E+3 82.500 2 10:ULC, 1 DEP 82.500 3.09E+3 82.500 1 -3.09E+3 82.500 11:ULC, 1 DEA 82.500 3.22E+3 82.500 4 -3.22E+3 82.500 2 12:ULC, 1 DEP 82.500 1.01E+3 82.500 1 -1,01E+3 82.500 2 13:ULC, 1 DEP 82.500 4.42E+3 82.500 1 -4.42E+3 82.500 2 14:ULC, 1 DEA 82.500 3.22E+3 82.500 4 -3.22E+3 82.500 2 15:ULC, 1 DEA 82.500 3.09E+3 82.500 1 -3.09E+3 82.500 16:ULC, 1 DEA 82.500 4.42E+3 82.500 1 -4.42E+3 82.500 2 17:ULC, 1 DEP 82.500 1.01E+3 82.500 1 -1.01E+3 82.500 2 18:ULC, 1 DEP 82.500 1.8E+3 82.500 1 -1.8E+3 82.500 3 19:ULC, 1 DEP 82.500 1.87E+3 82.500 4 -1.88E+3 82.500 2 20:ULC, 1 DEP 82.500 224.860 82.500 1 -226.507 82.500 2 21:ULC, 1 DEP 82.500 2.77E+3 82.500 1 -2.77E+3 82.500 2 22:ULC, 1 DEP 82.500 1.87E+3 82.500 4 -1.88E+3 82.500 2 23:ULC, 1 DEP 82.500 1.8E+3 82.500 1 -1.8E+3 82.500 3 24:ULC, 1 DEP 82.500 2.77E+3 82.500 1 -2.77E+3 82.500 2 25:ULC, 1 DEP 82.500 224.860 82.500 1 -226.507 82.500 2 Print Time/Date: 03/0912019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 21 01129 28 oftware licensed to Inteligrated Job No heet No 22 Rev Part Job Title Shasta Palletizer Platform Re By MRL Datr23-Aug-19 m"Rd|odzor.GTD Beam Combined Axial and Bendinq Stresses Summary Cont... MoxCwmp Max Tens Beam UC Length (i») Stress (psi) m (i») Corner Stress (psi) d (i») Cnmm 20:ULC.0,0D[ 82.500 1.03E+3 82.500 1 '1.83E+3 82.500 a 27:VLC.0,6D[ 82.500 2.04E+3 82.500 1 -2,04E+3 02.500 J 28:ULC.0.6D[ 82500 213E+3 82.500 * -2.14E+3 82.500 2 29:ULC.V.6DIE 82,500 132278 55.080 2 '132.623 55�000 u 30:ULC.UDE 82.500 133E+3 82,500 1 '3.33E+3 82.500 2 31:ULC.0.6D[ 82.500 213E+3 82�500 4 -214E+8 82.500 2 32:ULC.0.0n[ 82.500 2.84E+3 82.500 1 '2.04E+3 8Z500 3 33:ULC.0.0D[ 02,500 3.33E+3 82.500 1 '3,33E+3 02.500 u 84:UuC.0.0D[ 82.580 132278 55.000 2 '152.623 55.000 4 16 1:+X 82.500 618.901 82.500 2 '571.859 82.500 4 2:'X 82.500 571.059 02�500 4 '610.901 82,500 2 3�+Z 8Z500 2,13E+3 82.500 2 '2A3E+3 82.500 1 4:'Z Vu000 2,18E+3 82a00 1 '213E+3 82.500 u 5:DEADLOAO 82.500 2.77E+3 82,500 1 '278E+3 82.500 2 611vELO8D 82.500 1,07E+3 82.500 2 '1.07E+3 82,500 1 7:ULC.1DEA[ 82.500 277E+3 82.500 1 -2J8E+3 82.500 2 8:ULC.1 DEA[ 82.500 1J2E+3 82.500 1 '1J2E+3 82.500 a 9:ULC.1 DEA[ 82,500 1.98E+3 82.500 1 '1�98E+3 8Z500 2 10:uLC.1VsA 82.500 3.18s~3 82.500 1 '3,15s+3 82.500 a 11:ULC.1DEA 82.500 5A2E+3 82.500 4 '8.15E+3 132.500/ 2 12%1-C.1DEA 82�500 1.28E+3 02.500 1 128E+3 82.500 2 13:ULC.1DE» ozono 4.27E+3 82o00 1 4,27E+3 aZnnn z 14:ULC.1osA 82.500 3.12E+3 82.500 4 '3.15E+3 82.500 u 15:ULC.1DE4 82.500 3.18E+3 82.500 1 '3.15E+3 02.500 3 10:ULC.1DEA 82.500 427E+3 82.500 1 '4�27E+3 02.500 2 17:ULC.1 DEA 8Z500 128E+3 82�500 1 -120E+3 82.500 2 18:oLC.1DEA 82.500 2,28E+3 82.500 1 '2.28E+3 82.500 3 19:uLC.1 osA 82.500 Z22s+3 82.500 u 'e.24s+3 82,500 u 20:VLC.1 DEA 81500 864.526 82.500 1 '063,445 82.588 2 21:uLC.1 nE* 82-500 3.1E+3 82.500 1 '3.1s+3 xzano z 22:ULC.1os* 02,500 222E+3 82.500 4 '2.24E+5 82.500 2 23:uLc.1DEA 82.500 2z8E+3 oz�nnn 1 'Z26E+3 82.500 3 24:VLC.1osA 82.500 3.1E+3 82.500 1 '3.1E+3 82.500 u 25:ULC.1DEA 82.500 804.525 82.500 1 '803,445 82,500 2 26:uLC.0.eVE oZnno 1�86E+3 82.500 1 '1.07s+3 oZonn z 27:ULC.0.6DE 82.500 2.07s+3 82.500 1 'Z04E+3 82.500 3 28:uLC.0.8DE 81e00 2o3E+3 82.500 4 '2.07s+3 82.500 u 2e:ULC.0ooE 82.500 175,3*6 6.875 3 '175.018 U75 1 30:ULC.0.5DE 01500 310E+3 82.500 1 '316E+3 82.580 2 31:uLC.0.6 DE 82.500 2.03E+3 uzznU 4 '2.07s+3 82.500 2 32:ULC.0.0D[ 82.500 2.07E+3 82,500 1 '2.04E+3 82.500 3 33:ULC.0.0DE 82.500 3.16E+3 82.500 1 '316E+3 82.500 2 34�ULC.0.6 DE 82.500 175.346 6.875 3 '175�019 6.875 1 17 1:+x 2T000 890�800 0.000 3 '858.802 0.000 1 29 oftware licensed to Intelligrated b No A-18-14089 Sheet No 23 Rev Pa eb Tide Shasta Palletizer Platform Re By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 27.000 859.962 0.000 1 -890.800 0.000 3:+Z 27.000 2.41E+3 0.000 1 -2.36E+3 0.000 2 4:-Z 27.000 2.36E+3 0.000 2 -2.41E+3 0.000 5:DEAD LOAD 27.000 2.28E+3 0.000 2 -2.28E+3 0.000 6:LIVE LOAD 27.000 2.61E+3 0.000 1 -2.33E+3 0.000 2 7:ULC, 1 DEAC 27.000 2.28E+3 0.000 2 -2.28E+3 0.000 8:ULC, 1 DEAL 27.000 3.92E+3 27.000 2 -3.64E+3 27.000 9:ULC, 1 DEAC 27.000 3.34E+3 27.000 2 -3.13E+3 27.000 10:ULC, 1 DEP 27.000 2.2E+3 0.000 2 -2.17E+3 0.000 1 11:ULC, 1 DEA 27.000 2.62E+3 0.000 2 -2.63E+3 0.000 12:ULC, 1 DEP 27.000 1.2E+3 27.000 2 -1.16E+3 27.000 13:ULC, 1 DEP 27.000 3.94E+3 0.000 2 -3.96E+3 0.000 1 14:ULC, 1 DEP 27.000 2.62E+3 0.000 2 -2.63E+3 0.000 1 15:ULC, 1 DEP 27.000 2.2E+3 0.000 2 -2.17E+3 0.000 1 16:ULC, 1 DEP 27.000 3.94E+3 0.000 2 -3.96E+3 0.000 17:ULC, 1 DEP 27.000 1.2E+3 27.000 2 -1.16E+3 27.000 1 18:ULC, 1 DEP 27.000 3.56E+3 27.000 3 -3.33E+3 27.000 19:ULC, 1 DEP 27.000 3.35E+3 27.000 2 -3.16E+3 27.000 4 20:ULC, 1 DEP 27.000 3.03E+3 27.000 2 -2.79E+3 27.000 21:ULC, 1 DEP 27.000 3,72E+3 27,000 2 -3.53E+3 27.000 22:ULC, 1 DEP 27.000 3.35E+3 27.000 2 -3.16E+3 27.000 4 23:ULC, 1 DEP 27.000 3.56E+3 27.000 3 -3.33E+3 27.000 24:ULC, 1 DEP 27.000 3.72E+3 27.000 2 -3.53E+3 27.000 25:ULC, 1 DEP 27.000 3.03E+3 27.000 2 -2.79E+3 27.000 1 26:ULC, 0.6 DE 27.000 1.37E+3 0.000 2 -1.37E+3 0.000 1 27:ULC, 0.6 DE 27.000 1.57E+3 0.000 2 -1.54E+3 0.000 28:ULC, 0.6 DE 27.000 1.71E+3 0.000 2 -1.72E+3 0.000 29:ULC, 0.6 DE 27.000 537.291 27.000 3 -498.632 27.000 30:ULC, 0.6 DE 27.000 3.02E+3 0.000 2 -3.05E+3 0.000 31:ULC, 0.6 DE 27.000 1.71E+3 0.000 2 -1.72E+3 0.000 32:ULC, 0.6 DE 27.000 1.57E+3 0.000 2 -1.54E+3 0.000 33:ULC, 0.6 DE 27.000 3.02E+3 0.000 2 -3.05E+3 0.000 1 34:ULC, 0.6 DE 27.000 537.291 27.000 3 -498.632 27.000 18 1:+X 27.000 599.407 0.000 3 -604.123 0.000 2:-X 27.000 604.123 0.000 1 -599.407 0.000 3:+Z 27.000 1.34E+3 0.000 1 -1.36E+3 0.000 2 4:-Z 27.000 1.36E+3 0.000 2 -1.34E+3 0.000 5:DEAD LOAD 27.000 1.69E+3 0.000 2 -1.58E+3 0.000 6:LIVE LOAD 27.000 1.57E+3 27.000 2 -1.27E+3 27.000 7:ULC, 1 DEAL 27.000 1.69E+3 0.000 2 -1.58E+3 0.000 1 8:ULC, 1 DEAL 27.000 1.99E+3 27.000 2 -1.57E+3 27.000 4 9:ULC, 1 DEA[ 27.000 1.63E+3 9.000 2 -1.29E+3 9.000 4 10:ULC, 1 DEP 27.000 1.77E+3 0.000 2 -1.65E+3 0.000 11:ULC, 1 DEA 27.000 2.06E+3 0.000 2 -1.94E+3 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 23 of 129 30 Software licensed to Intelligrated Job No A-18-14089 Sheet No 24 Rev Part Job Tale Shasta Palletizer Platform Ref BY MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LIC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEP 27.000 745.815 0.000 2 -643.534 0.000 1 13:ULC, 1 DEP 27.000 2.64E+3 0.000 2 -2,52E+3 0.000 1 14:ULC, 1 DEP 27.000 2.06E+3 0.000 2 -1.94E+3 0.000 15:ULC, 1 DEP 27,000 1.77E+3 0,000 2 -1.65E+3 0.000 1 16:ULC, 1 DEP 27.000 2.64E+3 0.000 2 -2.52E+3 0.000 1 17:ULC, 1 DEP 27,000 . 745.815 0.000 2 -643.534 0.000 18:ULC, 1 DEP 27,000 1,77E+3 0.000 2 -1.43E+3 0.000 19:ULC, 1 DEP 27.000 1.9E+3 0,000 2 -1.55E+3 0.000 1 20:ULC, 1 DEP 27.000 1.62E+3 27.000 2 -1.29E+3 27.000 4 21:ULC, 1 DEP 27,000 2.34E+3 0.000 2 -1.99E+3 0.000 22:ULC, 1 DEP 27.000 1.9E+3 0.000 2 -1.55E+3 0.000 23:ULC, 1 DEP 27.000 1,77E+3 0.000 2 -1.43E+3 0.000 1 24:ULC, 1 DEP 27.000 2.34E+3 0.000 2 -1.99E+3 0.000 25:ULC, 1 DEP 27.000 1.62E+3 27.000 2 -1.29E+3 27.000 4 26:ULC, 0.6 DE 27.000 1.02E+3 0.000 2 -948.849 0.000 1 27:ULC, 0.6 DE 27.000 1.23E+3 0.000 2 -1.16E+3 0.000 28:ULC, 0.6 DE 27.000 1.38E+3 0.000 2 -1.31E+3 0,000 1 29:ULC, 0.6 DE 27.000 305.982 27.000 3 -249.082 27.000 30:ULC, 0.6 DE 27.000 1.97E+3 0.000 2 -1.89E+3 0.000 31:ULC, 0.6 DE 27,000 1,38E+3 0.000 2 -1.31E+3 0.000 1 32:ULC, 0.6 DE 27.000 1.23E+3 0.000 2 -1.16E+3 0.000 33:ULC, 0,6 DE 27.000 1.97E+3 0,000 2 -1.89E+3 0.000 34:ULC, 0.6 DE 27.000 305.982 27,000 3 -249.082 27.000 19 1:+X 27.000 589.696 0.000 3 -619.679 0.000 1 2:-X 27.000 619.679 0,000 1 -589.696 0.000 3:+Z 27.000 754.546 0.000 1 -764.164 0.000 2 4:-Z 27.000 764,164 0.000 2 -754.546 0.000 5:DEAD LOAD 27.000 419.149 9,000 2 -328.868 9.000 4 6:LIVE LOAD 27.000 3.47E+3 27,000 3 -3.19E+3 27.000 7:ULC, 1 DEAL 27.000 419.149 9.000 2 -328.868 9.000 4 8:ULC, 1 DEAL 27.000 3.78E+3 27.000 2 -3.41E+3 27.000 9:ULC, 1 DEAL 27.000 2.91E+3 27.000 2 -2.61E+3 27.000 10:ULC, 1 DEP 27.000 484.586 24.750 3 -415.292 24.750 11:ULC, 1 DEA 27.000 830.750 0,000 1 -719.480 0.000 12:ULC, 1 DEP 27.000 795.598 27.000 2 -712.050 27.000 13:ULC, 1 DEP 27.000 943.884 0.000 2 -846.870 0.000 14:ULC, 1 DEP 27,000 830.750 0.000 1 -719.480 0.000 15:ULC, 1 DEP 27.000 484.586 24.750 3 -415.292 24.750 16:ULC, 1 DEP 27.000 943.884 0.000 2 -846.870 0.000 17:ULC, 1 DEP 27.000 795,598 27.000 2 -712,050 27.000 1 18:ULC, 1 DEP 27.000 3.04E+3 27.000 3 -2.76E+3 27.000 19:ULC, 1 DE A 27.000 2.81E+3 27.000 2 -2.5E+3 27.000 20:ULC, 1 DEP 27.000 3.28E+3 27,000 2 -2.98E+3 27.000 21:ULC, 1 DEP 27.000 2.55E+3 27,000 2 -2,24E+3 27.000 1 Print Trne/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 24 of 129 31 Software licensed to Intelligrated ob No A-18-14089 Sheet No 25 Rev Part Job Title Shasta Palletizer Platform Re By MRL DatE23_Aug_1Chd SRT Client File Palletizer.STD Date/lime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEP 27.000 2.81E+3 27.000 2 -2.5E+3 27.000 1 23:ULC, 1 DEP 27.000 3.04E+3 27.000 3 -2.76E+3 27.000 1 24:ULC, 1 DEP 27.000 2.55E+3 27.000 2 -2.24E+3 27.000 1 25:ULC, 1 DEP 27.000 3.28E+3 27.000 2 -2.98E+3 27.000 26:ULC, 0.6 DE 27.000 251.489 9.000 2 -197.321 9.000 4 27:ULC, 0.6 DE 27.000 413.580 0.000 3 -380.399 0.000 1 28:ULC, 0.6 DE 27.000 667.162 0.000 1 -592.005 0.000 3 29:ULC, 0.6 DE 27.000 671.674 27.000 3 -624.238 27.000 1 30:ULC, 0.6 DE 27.000 780.296 0.000 2 -719.395 0.000 1 31:ULC, 0.6 DE 27.000 667.162 0.000 1 -592.005 0.000 3 32:ULC, 0.6 DE 27.000 413.580 0.000 3 -380.399 0.000 1 33:ULC, 0.6 DE 27.000 780.296 0.000 2 -719.395 0.000 34:ULC, 0.6 DE 27.000 671.674 27.000 3 -624.238 27.000 1 20 1:+X 27.000 633.999 0.000 3 -635.415 0.000 1 2:-X 27.000 635.415 0.000 1 -633.999 0.000 3 3:+Z 27.000 639.820 27.000 3 -622.512 27.000 1 4:-Z 27.000 622.512 27.000 1 -639.820 27.000 3 5:DEAD LOAD 27.000 569.322 0.000 2 -545.975 0.000 1 6:LIVE LOAD 27.000 1.44E+3 0.000 2 -1.3E+3 0.000 1 7:ULC, 1 DEAC 27.000 569.322 0.000 2 -545.975 0.000 1 8:ULC, 1 DEAC 27.000 1.64E+3 0.000 2 -1.47E+3 0.000 9:ULC, 1 DEAC 27.000 1.28E+3 0.000 2 -1.15E+3 0.000 1 10:ULC, 1 DEP 27.000 641.089 0.000 2 -618.734 0.000 1 11:ULC, 1 DEA 27.000 998.938 0.000 1 -974.599 0.000 3 12:ULC, 1 DEP 27.000 473.883 0.000 2 -438.420 0.000 1 13:ULC, 1 DEP 27.000 754.233 27.000 1 -743.002 27.000 3 14:ULC, 1 DEP 27.000 998.938 0.000 1 -974.599 0.000 15:ULC, 1 DEP 27.000 641.089 0.000 2 -618.734 0.000 16:ULC, 1 DEP 27.000 754.233 27.000 1 -743.002 ' 27.000 ' ' 3 17:ULC, 1 DEP 27.000 473.883 0.000 2 -438.420 0.000 1 18:ULC, 1 DEP 27.000 1.61E+3 0.000 2 -1.48E+3 0.000 1 19:ULC, 1 DEP 27.000 1.51E+3 0.000 2 -1.38E+3 0.000 1 20:ULC, 1 DEP 27.000 1.47E+3 0.000 2 -1.33E+3 0.000 1 21:ULC, 1 DEP 27.000 1.26E+3 0.000 2 -1.14E+3 0.000 1 22:ULC, 1 DEP 27.000 1.51E+3 0.000 2 -1.38E+3 0.000 1 23:ULC, 1 DEP 27.000 1.61E+3 0.000 2 -1.48E+3 0.000 1 24:ULC, 1 DEP 27.000 1.26E+3 0.000 2 -1.14E+3 0.000 25:ULC, 1 DEP 27.000 1.47E+3 0.000 2 -1.33E+3 0.000 1 26:ULC, 0.6 DE 27.000 341.593 0.000 2 -327.585 0.000 1 27:ULC, 0.6 DE 27.000 562.173 0.000 3 -549.157 0.000 1 28:ULC, 0.6 DE 27.000 771.209 0.000 1 -756.209 0.000 3 29:ULC, 0.6 DE 27.000 371.761 0.000 2 -345.637 0.000 1 30:ULC, 0.6 DE 27.000 626.843 27.000 1 -624.951 27.000 3 31:ULC, 0.6 DE 27.000 771.209 0.000 1 -756.209 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 25 of 129 32 Software licensed to Intelligrated Job No A-18-14089 Sheet No 26 Rev Part Job Title Shasta Palletizer Platform Ref BY MRL Dalc23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 27.000 562.173 0.000 3 -549.157 0.000 33:ULC, 0.6 DE 27.000 626.843 27,000 1 -624.951 27.000 34:ULC, 0.6 DE 27.000, 371.761 0.000 -345.637 0.000 1 21 1:+X 27.000 641.513 , 0.000 -637.952 0.000 2:-X 27.000 637.952 0.000 1 -641.513 0.000 3:+Z 27.000 876.602 27.000 3 -888.027 27.000 1 4:-Z 27.000 888.027 27.000 1 -876.602 27.000 5:DEAD LOAD 27.000 361.669 0.000 1 -329.218 0.000 3 6:LIVE LOAD 27.000 2.67E+3 27.000 2 -2.57E+3 27.000 1 7:ULC, 1 DEA[ 27,000 361.669 0.000 1 -329.218 0.000 3 8:ULC, 1 DEAL 27.000 2.58E+3 27.000 2 -2.45E+3 27.000 9:ULC, 1 DEAL 27.000 1.91E+3 27.000 2 -1.81E+3 27.000 10:ULC, 1 DEA 27.000 418.396 0.000 3 -383.452 0.000 11:ULC, 1 DEA 27.000 795.081 0.000 1 -765.123 0.000 12:ULC, 1 DEP 27.000 535.587 27.000 2 -511.133 27.000 1 13:ULC, 1 DEP 27.000 740.404 27.000 1 -699.955 27,000 3 14:ULC, 1 DEP 27.000 795.081 0.000 1 -765.123 0.000 15:ULC, 1 DEP 27.000 418.396 0.000 3 -383.452 0.000 1 16:ULC, 1 DEP 27.000 740.404 27.000 1 -699.955 27.000 17:ULC, 1 DEP 27.000 535.587 27.000 2 -511,133 27.000 18:ULC, 1 DEP 27.000 2.06E+3 27.000 3 -1.95E+3 27.000 1 19:ULC, 1 DEP 27.000 2.01E+3 27.000 2 -1.91E+3 27.000 4 20:ULC, 1 DEP 27.000 2.37E+3 27.000 2 -2.27E+3 27.000 1 21:ULC, 1 DEP 27.000 1.52E+3 27.000 2 -1.41E+3 27.000 1 22:ULC, 1 DEP 27.000 2.01E+3 27.000 2 -1.91E+3 27.000 23:ULC, 1 DEP 27.000 2.06E+3 27.000 3 -1.95E+3 27.000 1 24:ULC, 1 DEA 27.000 1.52E+3 27.000 2 -1.41E+3 27,000 25:ULC, 1 DEP 27.000 2.37E+3 27.000 2 -2.27E+3 27.000 26:ULC, 0.6 DE 27.000 217.001 0.000 1 -197.531 0.000 31 27:ULC, 0.6 DE 27.000 430.662 0.000 3 -408,698 0.000 1 28:ULC, 0.6 DE 27.000 650.414 0.000 1 -633.436 0.000 3 29:ULC, 0.6 DE 27.000 561.822 27.000 3 -550.348 27.000 30:ULC, 0.6 DE 27.000 692.890 27.000 1 -665.421 27.000 3 31:ULC, 0.6 DE 27.000 650.414 0.000 1 -633.436 0.000 3 32:ULC, 0.6 DE 27.000 430.662 0.000 3 -408.698 0.000 33:ULC, 0.6 DE 27.000 692.890 27.000 1 -665.421 27.000 34:ULC, 0.6 DE 27.000 561.822 27,000 3 -550.348 27.000 22 1:+X 27.000 564.167 0.000 3 -522.395 0.000 1 2:-X 27.000 522.395 0.000 1 -564.167 0.000 3:+Z 27.000 625.320 27.000 3 -586.114 27.000 1 4:-Z 27.000 586.114 27.000 1 -625.320 27.000 3 5:DEAD LOAD 27.000 855.740 0.000 2 -766.926 0.000 6:LIVE LOAD 27.000 1.71E+3 27.000 2 -1.33E+3 27.000 7:ULC, 1 DEA[ 27.000 855.740 0.000 2 -766.926 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 26 of 129 33 Software licensed to Intelligrated Job No A-18-14089 Sheet No 27 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD Deterrime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 8:ULC, 1 DEAL 27.000 2.08E+3 0.000 2 -1.61E+3 0.000 1 9:ULC, 1 DEAL 27.000 1.77E+3 0.000 2 -1.4E+3 0.000 1 10:ULC, 1 DEP 27.000 722.643 0.000 2 -604.589 0.000 1 11:ULC, 1 DEA 27.000 1.22E+3 0.000 1 -1.16E+3 0.000 4 12:ULC, 1 DEP 27.000 571.444 0.000 2 -455.185 0.000 1 13:ULC, 1 DEP 27.000 1.14E+3 0.000 2 -1.08E+3 0.000 14:ULC, 1 DEA 27.000 1.22E+3 0.000 1 -1.16E+3 0.000 4 15:ULC, 1 DEP 27.000 722.643 0.000 2 -604.589 0.000 1 16:ULC, 1 DEP 27.000 1.14E+3 0.000 2 -1.08E+3 0.000 1 17:ULC, 1 DEP 27.000 571.444 0.000 2 -455.185 0.000 1 18:ULC, 1 DEP 27.000 1.66E+3 0.000 2 -1.27E+3 0.000 1 19:ULC, 1 DEP 27.000 2.04E+3 0.000 2 -1.69E+3 0.000 1 20:ULC, 1 DEP 27.000 1.56E+3 0.000 2 -1.16E+3 0.000 21:ULC, 1 DEP 27.000 1.98E+3 0.000 2 -1.63E+3 0.000 1 22:ULC, 1 DEP 27.000 2.04E+3 0.000 2 -1.69E+3 0.000 1 23:ULC, 1 DEP 27.000 1.66E+3 0.000 2 -1.27E+3 0.000 1 24:ULC, 1 DEP 27.000 1.98E+3 0.000 2 -1.63E+3 0.000 1 25:ULC, 1 DEP 27.000 1.56E+3 0.000 2 -1.16E+3 0.000 1 26:ULC, 0.6 DE 27.000 513.444 0.000 2 -460.156 0.000 1 27:ULC, 0.6 DE 27.000 577,683 0.000 2 -495.154 0.000 28:ULC, 0.6 DE 27.000 879.120 0.000 1 -855.073 0.000 3 29:ULC, 0.6 DE 27.000 314.493 27.000 2 -233.760 27.000 4 30:ULC, 0.6 DE 27.000 797.741 0.000 2 -771.897 0.000 1 31:ULC, 0.6 DE 27.000 879.120 0.000 1 -855.073 0.000 3 32:ULC, 0.6 DE 27.000 577.683 0.000 2 -495.154 0.000 1 33:ULC, 0.6 DE 27.000 797.741 0.000 2 -771.897 0.000 34:ULC, 0.6 DE 27.000 314.493 27.000 2 -233.760 27.000 4 23 1:+X 84.000 13.454 0.000 1 -13.269 0.000 2 2:-X 84.000 13.269 0.000 2 -13.454 0.000 1 3:+Z 84.000 2.91E+3 0.000 3 -2.91E+3 0.000 1 4:-Z 84.000 2.91E+3 0.000 1 -2.91E+3 0.000 3 5:DEAD LOAD 84.000 3.91E+3 0.000 1 -3.94E+3 0.000 6:LIVE LOAD 84.000 965.035 84.000 2 -965.737 84.000 4 7:ULC, 1 DEAL 84.000 3.91E+3 0.000 1 -3.94E+3 0.000 3 8:ULC, 1 DEAL 84.000 3.13E+3 0.000 1 -3.15E+3 0.000 3 9:ULC, 1 DEAL 84.000 3.32E+3 0.000 1 -3.35E+3 0.000 3 10:ULC, 1 DEP 84.000 3.92E+3 0.000 1 -3.95E+3 0.000 3 11:ULC, 1 DEA 84.000 3.9E+3 0.000 1 -3.93E+3 0.000 12:ULC, 1 DEP 84.000 1.89E+3 0.000 1 -1.91E+3 0.000 13:ULC, 1 DEP 84.000 5.93E+3 0.000 1 -5.96E+3 0.000 14:ULC, 1 DEP 84.000 3.9E+3 0.000 1 -3.93E+3 0.000 3 15:ULC, 1 DEP 84.000 3.92E+3 0.000 1 -3.95E+3 0.000 3 16:ULC, 1 DEP 84.000 5.93E+3 0.000 1 -5.96E+3 0.000 3 17:ULC, 1 DEP 84.000 1.89E+3 0.000 1 -1.91E+3 0.000 3 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 27 of 129 34 re licensed to Intelligrated ob No SheetNo Rev Part Job Title Shasta Palletizer Platform nm By FileRal|o8zecSTD DateMme Beam Combined Axial and Bend~nq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (m) . Suess (Pei) d (i») Corner Stress (psi) d (in) Corner 18:ULC.1 DEP 84.000 3.33E+3 0.000 1 -3.35E+3 0.000 . 3 19:ULC 1 DEP 84.000 3.31E+8 0.000 1 '3.34E+3 0.000 3 30:ULC.1 DEP 84.000 1.81E+3 0.000 1 -1.84E+3 0.000 3 21:ULC 1 DEP 84.000 4.84E+3 0.000 1 +4.80E+3 0.000 3 22:ULC,1DEA 84.000 131E+3 0.000 1 '3.34E+3 0.000 3 23:ULC.1DEA 8*.000 3.33E+3 0.000 1 -3.35E+8 0.000 3 24:VUC,1DE4 84.000 4.84E+3 0.000 1 4.06E+3 0.000 3 25:ULC.1DEA 04.000 1.81E+3 0.000 1 '1.83E+3 0.000 3 26:ULC,00DE /4.00 2.35E+3 0.00 1 -2.36E+3 0.000 3 27:ULC.0.6D[ 84.000 2.36E+3 0.000 1 -2.37E+3 0.000 3 28:ULC.0.6 DE 84,000 2.34B3 0,000 1 -2.35E+3 0.000 3 z9:UUC.O.0DIE 84.000 820.358 0.000 1 -340.000 0.000 3 30:UU�0.6[E 84.000 4.37E+3 0.000 1 ~4.38E+3 0.000 3 31:VLC.O.6DIE 84.000 2.34E+3 0.000 1 '2.35E+3 0.000 3 32:VLC.0.6 DE 84.000 2.36E+3 0.000 1 -2.37E+3 0.000 3 33:ULC.0.0D[ 84.000 4.37E+3 0.000 1 4.38E+3 0.000 3 34:ULC, 0.6DE 84.000 3263e8 0.000 1 -340.808 0.000 3 24 1:+X 84,000 18,508 0.080 1 '14.704 0.000 2 2:-X e4o00 14.704 0.000 u -19.503 0.000 1 3:+Z ` 84.000 3.55E+3 0.000 3 `3.72E+3 8.000 1' 4:-Z 84.000 3J2E+3 0.000 1 -3.55E+3 0.008 3 5:DEADLOAD 84.000 4.97E+3 0.000 1 4.73E+3 0.000 3 0i|VELOAD 84.000 125E+3 84.000 2 '112E+3 84.000 4 TULC.1DEA[ 84.000 4.97E+3 0.000 1 -4.73E+3 0.000 3 8:ULC.1DEA1 84.000 4.05E+3 0.000 1 -3.68E+3 0.000 3 9:VLC.1DEA[ 84.080 4.28E+3 0.000 1 -3.95E+3 0.000 3 10:ULC.1DE4 84.000 4.98E+8 0.000 1 4.74E+3 0.000 3 1/:ULC.1 *Ex 84o00 4.95E+3 0.000 1 '4.72E+3 0.000 3 12:ULC.1OEP 84,000 2.39E+3 0,000 1 '227E+3 0.000 3 13:ULC.1 Ds* 84.000 7o5e+3 0.800 1 '7.19E+3 0.000 3 14:ULC.1 DEP &^.00O 4.95E+3 0.000 1 '4.72E+3 0.000 3 15:ULC.1 DEP 84.000 4.*8E+3 0.000 1 4.74E+3 0.000 3 10:VLC.1nE^ 84.000 7.55E+3 0.000 1 -7.19E+3 0.000 3 17:ULC.1 DEP 84.000 2.38E+3 0.000 1 '227E+3 0.000 3 10:ULC.1 DEP 84.000 4.29E+3 0.000 1 '3.95E+3 ODOO 3 19:VLC.1 DEp 84,000 4.27E+3 0.000 1 -3.94E+3 0.000 3 20:ULC.1 DEP 84.000 2.34E+3 0.080 1 '2.1E+3 0.000 3 21:ULC.1 oEP 84.000 021E+3 0.008 1 '579E+3 0.000 3 22:ULC.1 DEA 84.000 4.27E+3 0.000 1 -3.94E+3 0.000 3 23:ULC.IoEp 84.000 4,29E+3 0.000 1 '185E+3 0.000 3 24:ULC.IDEA 84.008 821E+3 0.000 1 '5J8E+3 0.000 3 25:ULC.1 DEP 84.000 23*E+3 0.000 1 '2.1E+3 0.000 3 26:VLC.0.6D[ 84.000 2.90E+3 0.000 1 '2.84E+3 0.000 3 2r:ULC.V.6DIE 84.000 2.89E+3 0.000 1 -2.85E+3 0.000 3 Print Time/Date: 0310912019 12:43 Print Ron 28 of 129 35 Software licensed tommm»rateu Job No heetNo 29 Rev nm Title Shasta Palletizer Platform nm ' MRL »*�23,Aug 18 Cho SRT FilePa|lebzocGTO Beam Combined Axial and Bend^nq Stresses Sum00ary Cont... Max Comp Max Tens Beam L/C Length (i») Stress (psi) d (in) Comer Stress (psi) d (in) Corner 28:UU:.0.0D[ 84.000 2.97E+3 V=O 1 '2.83E+3 0.000 8 29:ULC.0.6D[ 84.000 398.051 0.000 1 '381.204 O�OUO 3 30:ULC.8.0D[ 84.000 5.56E+3 0�000 1 -5.3E+3 0.000 3 31:ULC, 0.6DE 84.000 2.87E+3 0.000 1 '2,88E+3 0.000 x oz:uLC.OaDIE 8*.000 z.ees+n uonn 1 '2,85E+3 0.000 3 83:ULC.0,6D[ 84.000 5,50E+3 ODOO 1 '5.3s+3 0.000 3 34:ULC.0.0D[ 84,000 398.551 0,000 1 '381204 0.000 3 , 25 1:+X 84.00 42156 84.000 2 -36.779 84.000 4 2:-X 84.000 36.778 04Q08 4 42155 84.000 2 3:+Z 84.000 187E+3 0.000 3 -197E+3 0.000 1 4:'Z 84.000 3.97E+3 0.000 1 '3,07E+3 0.000 3 5:DEADLOAD 84.000 5.82E+3 0.000 1 '5.10E+5 0.000 3 0iNEL0AD 84,000 1.55E+3 84,000 2 '1.41E+5 84.000 4 7:ULC.1 DsAc 8*.000 532E+3 oouu 1 '5.18s+3 0.000 3 O:VLC.IDEA[ 84.000 3.93E+3 0.000 1 '373E+3 0.000 3 �ULC.^DsA[ 04.000 4.32E+3 0.000 1 4.09E+3 0.000 8 10:ULC.1DEP 84.000 5z9s+3 U00 1 '5.15E+3 0.000 3 11:ULC.1osA 84�000 5.54E+3 0.000 1 '*21E+3 O�OOV 3 12:ULC1 osP 84.000 2.54E+3 0,000 1 '2.47E+3 0.000 3 13:ULC.1 DEP 84.008 0.1E+3 0,000 1 '7.09E+5 0.000 3 14:ULC.1 oEP 84.000 5.34E+3 0.080 1 '5.21E+3 0.000 3 15:ULC.1OEP 84.000 5.29E+3 0.000 1 '5.15E+3 0.000 3 16:ULC.1DEP 04,000 8.1E+3 0.000 1 'T89E+3 0.000 3 17:ULC1 DE» 84.000 2.54E+3 0.000 1 '2.47E+3 0.000 3 18:ULC.1 DEP 84,000 4.31E+3 U00 1 '4.87E+3 0.000 3 19:ULC.1osP 84�000 4.34E+3 0.000 1 411E+3 UOV 3 20:ULC.1DEP 84.000 2,24E+3 UUO 1 '2�06E+3 0.000 3 21:ULC.1 oEP 84.000 6.41E+3 0.000 1 '0J2E+3 0.000 3 22:ULC.1DGu 84,000 4.34E+3 0.080 1 4.11E+3 0.000 3 23:ULC, 1 DsP 84.000 431E+3 0.000 1 -4�07s~3 0�000 3 24:UuC.1 DsP 84.000 6.41E+3 0,008 1 '612E+3 0.000 3 25:UuC.1os* 84�000 2.24E+3 0.000 1 '2,06E+3 0.000 3 e6:VLC.0.0oE 84.000 3.19E+3 UoOO 1 '3.11E+3 0.000 3 27:ULC,0.6D[ 84,000 317E+3 0z000 1 �.08s+3 0.080 3 28:ULC.0.0D[ 84.080 321E+3 0.000 1 `3.14s+3 0.000 3 29:ULC.0.6D[ 84.000 408.576 0�000 1 -400.321 0.000 3 30:ULC.0.0O[ 84.000 5,97E+3 0,000 1 ~5.82E+3 0.000 3 31:ULC.0.6oE 84�000 121E+3 0.000 1 '3.14E+3 0.000 3 32:ULC'0.0D[ 84.000 317E+3 8�008 1 '3.08s+5 0.000 3 33:ULC.0.6DE 84.000 5.97E+3 0.000 1 ~5.82E+8 0.000 3 34:ULC.0.8o[ 84.000 408.578 0.000 1 400.321 0.000 V 25 1:+X 8*.000 38.538 04.000 2 '38.569 D^.VVV 4 2:-X 84.000 38.588 84�000 4 '38.538 84.000 z 3:+Z 84,000 3.01E+3 0.000 3 '101s+3 0.000 1 Print Time/Date: 03/09/2019 12:43 S7AAD.Pmm8i(8susClsohoo0)2O�07.11.0o Print Run 29 of 129 36 Job No SheetNo 30 Rev age Software licensed to Intelligrated nm Job Title Shasta PeUohzorPlatform my By IVIRL om�3-8ug 19 mmGRT m°Rdletizer.S0 o*°m='03-Sep-2O1912:41 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (i») Stress (psi) u (i») Corner Stress (P»|) u (in) Corner ^ 4:'Z 84.000 3.01E+3 0.800 1 -3.01E+3 0.000 3 5:oEAoL0AD 84.000 3.96E+8 U00 1 4E+3 0.000 3 611VEL0AO 04.000 1.21E+3 04.000 1 '1�24E+3 84.000 3 TUU:.1DEAL 84,000 196E+3 8,000 1 4E+3 0�000 3 8:ULC.1DEAL 84.000 2.08E+3 0.000 1 '2.95E+3 0�000 3 9:VLC.IDEAL 84.000 315E+3 0.000 1 '3,21E+3 0.000 3 10:ULC.1DsO 84.800 3.94E+3 0�000 1 '3.97E+3 0l00 3 11:ULC 1DEA 84o00 3.99E+3 0D00 1 4.02E+3 0o00 a 12:VuC,1DEP 84.000 1.85E+3 0.000 1 '1.08E+3 U00 3 13:UUC,1 DE4 84.000 6.07E+3 0.000 1 -6.11E+3 0.000 3 14:ULC.1DEO 04.000 3.99E+3 0,000 1 4,02E+3 0.000 3 15:UUC,1DE* 84.000 3.94E+3 0.000 1 '3,97E+3 UVV 3 10:ULC.1 Ds4 84.000 0,07E+3 0�000 1 '611E+3 UAO 3 17:ULC.1DE4 84.000 1.85E+3 0.008 1 '1�89s+3 0000 a 18:ULC.1 DEf 84.000 3.13E+3 0,000 1 -3,19E+3 UUV 3 19:ULC 1DEA 84.000 3.17E+3 0.000 1 -323E+3 0.000 8 20:uLC.1 DE4 84�000 1.57E+3 0.000 1 '1�83E+3 0.000 3 21:VLC.1 Dsy 84.000 4.73E+3 0.000 1 A.79E+3 U00 3 22:uu:.1osp 84.000 3.17s+3 0.000 1 `3.23s+3 unuu u 23:ULC.1 DEA 84�000 513E+3 0.000 1 -318s+3 n�ooQ m 24:ULC.1DEA 84�000 4.73E+3 0.000 1 *.79E+3 U00 3 25:ULC'1DsA 84.000 1.57E+3 0.000 1 '1�68E+3 0,000 3 28:ULC.0.6D[ 8*.000 2.38E+3 0.000 1 '2.4E+3 0.000 3 27:ULC.0.0D[ 84�000 2,:5E+3 0.000 1 '2.37E+3 0.000 3 28:ULC.0.6DE 84.000 2.4E+8 0�000 1 -2.42E+3 0�000 3 2e:uLC.0.0D[ 84.000 209.578 0.000 1 -290159 0u00 5 30:1.11-C.UDE KOOV 449E+3 0.000 1 4.51E+3 0.000 3 31:UuC.0.6DE 84.000 2.4s+3 OlNO 1 -2A2E+3 0.000 3 32:ULC.08DE 84.000 2.35E+3 0.000 1 '2.37s+3 0.000 3 83:uLC.0,6oE 84.000 *.49E+3 0.000 1 451e+3 n�oon 3 34:ULC, 0.6uF , 8*.000 269.578 0.000 1 '290.159 0,000 3 zr 1:+x x0000 56.506 84.000 2 -55.272 84.000 * 2:'X B*.nno 55,272 84.000 4 '56.506 o*.nnu u 3:+Z 84.008 378E+3 0.800 3 -3.78s+3 0,000 1 4:'z 84.000 3J9s+3 nunn 1 '3.78s+3 nuOO m 5:oEAD LOAD 84.000 5E+3 0.000 1 4�86E+3 U80 3 Oi|VELOAD 84.000 1J8s+3 84,000 1 -1.51E+3 84.oOO 3 TuLo.1DEAL 84.000 5E+3 ouoo 1 496E+8 0.000 3 8:ULC.1 DEAL 84,000 374E+3 0.000 1 '3.53E+3 0.000 3 9:ULC.1 DEAL 84�008 4.00E+3 0.000 1 '3.88E+3 0.000 3 10:uLc.1 DEP 84o00 4.90E+3 0.000 1 '4.92s+3 0u00 3 11:ULC.1DEA 84.000 5,03E+3 0.080 1 4.99s+3 U00 3 12:ULC.1oEP 84.UO0 2.43E+3 8.000 1 -2.38E+3 0,000 a 13:uLo.1DEp 84o00 7.57s+3 oono 1 '7o2s+3 000n 3 Print Time/Date: 03/0912019 12:43 Print Run 30 of 129 37 are licensed to Intelligrated Job No 31 mw mm ob Title Shasta Palletizer Platform n By MR »a"23-Aug 1g ChmSRT m°Falletizer.STD -Gop-201912:41 Beam Combined Axial and Bending Stresses Su00marvCont,,, Max Comp Max Tens Boom L/C Length (in) Stress (psi) d (in) Corner . Stress (poi) u (in) Cvmm 14:ULC.1 DsP . 84.000 5.03E+3 0.800 1 4.99E+3 0.000 3 15:ULC.1 DE4 84.000 4.86E+3 0.000 1 4.92E+3 0.000 3 10:ULC.1 DEA 84.000 7.57E+3 UOO 1 'T52E+8 0,000 3 17:ULC.1 DEA 84.800 2A3E+3 0,000 1 '2.39E+3 U00 3 1e:uLC'I Dsp 84o00 4.03E+3 o�ouo 1 '3.85E+5 0.000 3 19:ULC.1 DEP 84.000 4.08E+3 0.000 1 '3.91E+3 U00 3 20:VU}.1 DE» 84,000 2.13E+3 0.000 1 '1.96E+3 0,000 3 21:VLC.1DEA 84,000 5.98E+3 0.000 1 '5.81E+3 0.000 3 22:ULC.1 DEP 84,000 4.08E+3 0.000 1 '3.91E+3 0.000 3 23:ULC.1DEA 84.000 4.03E+3 0.000 1 -186E+3 , 0D00 3 24:ULC.1 DEP 84.000 5.98E+3 0.000 1 '5.81E+3 UOO 3 25:ULC.1DEA 84.000 213E+3 0.000 1 '1.98E+3 0,000 3 20:ULC.0.0DE 84.000 3s+3 8.000 1 '2.97E+3 D.00O 3 27:ULC.0.0n[ 84.000 2.86E+3 0.000 1 '2,94s+3 0.000 u 28:UuC.0.6O[ 84.000 3.03E+3 0.000 1 -3.01E+8 0.008 3 28:ULC.0.5D[ 04�000 428296 0.000 1 '408.584 0.000 3 30:ULC.0.6D[` ' 84�OnO 5�57E+3 0�O00 1 '��54�+3 U�OV0 3 31:UuC.0.6oE 84�000 3.03E+3 uVVU 1 '3.01E+3 0.000 ` 3 32:ULC.0.0D[ 84D00 2.95s+3 0.000 1 '2I4s+3 0�000 3 33:ULC.0.6DE 84�000 5�57E+3 U80 1 ~5,54E+3 0D00 3 34:1.11-C.0.6 DE 84.000 426296 0.000 1 '408.584 0.000 3 aO 1:+x 84.000 69,415 84800 1 '88,7e7 84.000 3 u:'x 84,000 88757 84.000 3 '69,413 84.000 1 3:+Z 84,008 4.51E+3 0.000 3 '4.53E+3 0.000 1 «:'z O*.Onn 4.53E+3 0.000 1 4.51E+3 0.000 5 5:nEAnLOAD 84.000 5.81E+5 0.000 1 '5.77E+3 UOo 3 011vsLOAD 84.000 2.19E+3 84.000 1 '2.01s+3 84.000 3 r:ULC. 1 DExc` 84�000 5�81E+3 UOU 1 '5J7E+3 0.000 3 8:ULC.1osA[ 84.000 4E+3 0.000 1 '3.78E+3 0.080 3 9:ULC.1DEA[ 84,000 4.45E+3 0.000 1 427s+3 U08 3 10:ULC.1msA 84.000 5J0E+3 0.000 1 '5�72E+3 0.000 3 11:ULC.1 DEA 84.000 5.80E+3 0.000 1 -5.81s+3 0.000 3 12:ULC.1osA 84.000 2.64s+3 0.000 1 'Z61E+3 0.000 3 13:ULC.1mEP 84.000 8.98E+3 0.000 1 '&92E+3 U00 o 14;ULC.1os^ 84,800 5�88E+3 0.008 1 '5.01E+8 U00 3 15:ULC, 1 DE^ 84.000 5.70E+3 0.000 1 '5.72E+3 0.000 u 16:VLC'1 DEP 84.000 8.88E+3 V�OOO 1 '8g2E+3 0.000 3 17:ULC.1 DEA 84.000 2.04E+3 0.000 1 'Z61E+3 0.000 3 18:ULC.1DEA 81.000 4.42E+3 0,000 1 '424s+3 0.000 3 19:VLC.1DEA 84.000 4.49E+3 0.000 1 '4.31s+3 0.000 x 20:VLC.1 DEA 84,000 2.07E+3 0.000 1 '1�31E+3 0.000 3 21:ULC.1 DEA 04�000 o,VJE+S 0.000 1 '8.04E+3 0.000 3 22:uLC.1 DEp 84�000 4A9E+3 0�000 1 431s+3 0�000 3 23:ULC.1 DEA 84.000 4.42E+3 0�000 1 '424s+3 UOO 3 Print Time/Date: 03/09/2019 12:43 Print Run 31 of 129 38 Software licensed to Intelligrated Job No 32 mw mm Job TitleShasta Palletizer Platform Ref By IVIFL o"I"23-Ag-19 nmpalletizer.S0 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens ouum L/C Length (in) Stress (psi) d (i») Cpmo, Stress (psi) d (i») Corner 24:VLC.10EA 84.000 6.83E+3 0,000 1 -6,64B3 0.000 3 25:ULC 1DEA 84.000 2,07E+3 0.000 1 '1.91E+3 0.000 3 26:ULC.0.8O[ 84.000 3.48E+3 0.000 1 `340E+3 0.000 3 27:ULC.0.6DE 84.000 3.44E+3 0.000 1 `3.41E+3 0.000 3 28:ULC.0.6D[ 84.000 3.53E+3 0.000 1 '3.51E+3 0.000 3 29:VLC.0.0DF 84.000 328.219 0.000 1 '315.990 0.000 3 30:ULC.0.0D[ 84.000 0.06E+3 0.000 1 '6.02E+3 0.000 3 31:ULC.0.0D[ 84.000 3.53E+3 0.000 1 '3.51E+3 0.000 3 32:ULC.0.6D[ 84.000 3.44E+3 0.800 1 -3.41E+3 0.000 3 33:VLC.0.6D[ 84.000 0.66E+3 0.080 1 -6.62E+3 0.000 3 . 34�ULC.V��D[ 84�O0U 32821S O�UnO 1 '315�890 O�0UO 3 23 1:+X 84.000 75101 . 0.000 . 3 -81.044 . 0.000 1 ` u:-X 84.000 81.044 0.000 1 -75161 0.000 3 3:+Z 84.000 4.65E+3 0.080 3 -4,70E+3 0,000 1 4:-Z 84.000 4.78E+3 0.000 1 4.65E+3 0.000 3 5:DEADLOAD 84.000 8.03E+3 0.000 1 ~5.89E+3 0.000 3 611VELOAD 84.000 2E+3 0.000 3 '2E+3 0.000 1 TULC.IDEAL 84.000 6.03E+3 0.000 1 '5.98E+3 0.000 3 8:uLC.1 DEAL 84.000 4.03E+3 0.000 1 '3.98e+3 0.000 a 9:ULC.1 DEAL 84.000 4.58E+3 0.000 1 4.49E+3 0.000 3 10:ULC.1 DEA 84.000 5.97E+3 0.000 1 '5.94E+3 0.000 3 11:ULC.1 DEA 84.000 6.09E+8 0.000 1 -8.05E+3 0.000 3 12:VLC.1DEA 84.008 2.75E+3 84.000 3 '2J5E+3 84.000 2 13:ULC.1DEA 84.000 8.38E+3 0.000 1 -925E+3 0.000 3 14:ULC.1DEA 84.000 0.08E+3 0.000 1 '6.05E+3 0.000 3 15:ULC.1DEA 84.000 5.97E+3 0.000 1 -5.94E+3 0.000 3 16:VLC.1 nEA 84.000 9.38E+3 0.000 1 -9.25E+3 0.000 3 17:ULC.1os* 84.000 2J5E+3 84.000 3 '2J5s+3 &^.UUU 2 18:ULC.1 DEp 84800 4.49E+3 0u08 1 '4.45E+3 0.000 3 1e:uLC.1 De^ 84.000 4.57E+3 Ooon 1 4.53e+3 0.000 u 20:ULC.1OEA 84.000 2.06E+3 84,000 3 -2.05E+3 0.000 3 21:ULC.1DEA 84.000 7.04E+8 0.000 1 '6.93E+3 0.000 3 22:ULC.1 oE* 84.000 4.57E+3 8.000 1 4.53E+3 0.000 3 23:ULC.1DEA 84.000 4.49E+3 0.000 1 445E+3 8.080 3 24:VLC.1 mEp 84.000 7.04E+3 0.800 1 -6.93E+3 0.800 3 25:ULC.1DEA 84.000 2.00s+3 84.000 3 '2.05E+3 0.000 3 20:ULC.0.6os 84.000 3.62E+3 0.000 1 '3.6E+3 0.000 3 27:ULC.0.6Dc 84.000 3.56E+3 0.000 1 -3.54E+3 0.080 3 28:ULC.0.6D[ 84.000 3.67E+3 0.008 1 -3.65E+3 0.000 3 28:ULC.0.0D[ 84.000 355.747 84.000 3 '383.583 84.000 1 30:ULC.0.0DE 84.800 0.96E+3 0.000 1 '0.8eE+3 0.000 3 31:ULC.0.6DE 84.000 3.07E+3 0.000 1 -3.65e+3 0.000 3 32:VLO.0.6oE 84.000 3.56E+3 0.000 1 -3o4e+3 0.000 o 33:ULC.0.0D[ 84.000 6.96s+3 0.000 1 -8.85s+3 0.000 3 Print Time/Date: 03/09/2019 12:43 STAAD.Pro\8i (SELECTsehesq�,07.11.82 Print Run 32 of 129 39 Software licensed to Intelligrated Job No A-18-14089 Sheet No 33 Rev Part 'lee Title Shasta Palletizer Platform Ref By MRL D423-Aug-19 Chd SRT Client File Palletizer.STD Deierrene 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 84.000 355.747 84.000 3 -393,583 84.000 1 30 1:+X 84.000 69.098 0.000 3 -69.453 0.000 1 2:-X 84.000 69.453 0,000 1 -69.098 0.000 3:+Z 84.000 4.42E+3 0.000 3 -4.43E+3 0.000 4:-Z 84.000 4.43E+3 0.000 1 -4.42E+3 0.000 5:DEAD LOAD 84.000 5.69E+3 0.000 1 -5.67E+3 0.000 6:LIVE LOAD 84.000 2,03E+3 84.000 1 -1.91E+3 84.000 7:ULC, 1 DEA[ 84.000 5.69E+3 0.000 1 -5.67E+3 0.000 8:ULC, 1 DEA[ 84.000 3.92E+3 0.000 1 -3.79E+3 0.000 9:ULC, 1 DEAL 84.000 4.36E+3 0.000 1 -4.26E+3 0.000 3 10:ULC, 1 DEP 84.000 5.64E+3 0.000 1 -5.62E+3 0.000 3 11:ULC, 1 DEA 84.000 5.73E+3 0.000 1 -5.72E+3 0.000 12:ULC, 1 DEP 84.000 2.61E+3 84.000 4 -2.6E+3 0.000 13:ULC, 1 DEP 84.000 8.78E+3 0.000 1 -8.76E+3 0.000 3 14:ULC, 1 DEP 84.000 5.73E+3 0.000 1 -5.72E+3 0.000 3 15:ULC, 1 DEP 84.000 5.64E+3 0.000 1 -5.62E+3 0.000 3 16:ULC, 1 DEP 84.000 8.78E+3 0.000 1 -8.76E+3 0.000 3 17:ULC, 1 DEP 84.000 2.61E+3 84.000 4 -2.6E+3 0.000 3 18:ULC, 1 DEP 84.000 4.33E+3 0.000 1 -4.22E+3 0.000 3 19:ULC, 1 DEP 84,000 4.4E+3 0.000 1 -4,29E+3 0.000 20:ULC, 1 DEP 84.000 2.06E+3 0.000 1 -1,96E+3 0,000 21:ULC, 1 DEP 84.000 6.68E+3 0.000 1 -6.57E+3 0.000 22:ULC, 1 DEP 84.000 4.4E+3 0.000 1 -4.29E+3 0.000 23:ULC, 1 DEP 84.000 4.33E+3 0.000 1 -4,22E+3 0.000 24:ULC, 1 DEP 84.000 6.68E+3 0.000 1 -6.57E+3 0.000 25:ULC, 1 DEP 84.000 2.06E+3 0.000 1 -1,96E+3 0.000 26:ULC, 0.6 DE 84.000 3.41E+3 0.000 1 -3.4E+3 0.000 27:ULC, 0.6 DE 84,000 3.36E+3 0.000 1 -3.35E+3 0.000 28:ULC, 0.6 DE 84.000 3.46E+3 0.000 1 -3.45E+3 0.000 3 29:ULC, 0.6 DE 84.000 350.364 84.000 4 -334.321 0.000 3 30:ULC, 0.6 DE 84.000 6.51E+3 0.000 1 -6.5E+3 0.000 3 31:ULC, 0.6 DE 84.000 3.46E+3 0.000 1 -3.45E+3 0.000 3 32:ULC, 0.6 DE 84.000 3.36E+3 0.000 1 -3.35E+3 0.000 3 33:ULC, 0.6 DE 84.000 6.51E+3 0.000 1 -6.5E+3 0.000 3 34:ULC, 0.6 DE 84.000 350.364 84.000 4 -334.321 0.000 3 31 1:+X 37,111 459.509 0.000 2 -299.367 37.111 2 2:-X 37.111 299.367 37,111 2 -459.509 0,000 2 3:+Z 37.111 723.992 0.000 4 -1.2E+3 0.000 1 4:-Z 37.111 1.2E+3 0.000 1 -723.992 0.000 4 5:DEAD LOAD 37.111 1.5E+3 0.000 3 -1.07E+3 0.000 1 6:LIVE LOAD 37.111 4.3E+3 0.000 3 -3.68E+3 0.000 7:ULC, 1 DEAL 37.111 1.5E+3 0.000 3 -1.07E+3 0.000 1 8:ULC, 1 DEAC 37.111 5.8E+3 0.000 3 -4.75E+3 0.000 9:ULC, 1 DEAC 37.111 4.73E+3 0.000 3 -3.83E+3 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 33 of 129 40 re licensed to Intelligrated Job No A-18-14089 Street No 34 Rev Part Job Tale Shasta Palletizer Platform Ref By MRL 1381E23-Aug-19 Ctrd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 10:ULC, 1 DEP 37.111 1.8E+3 0.000 2 -1.24E+3 37.111 2 11:ULC, 1 DEA 37.111 1.21E+3 0.000 3 -955.467 0.000 1 12:ULC, 1 DEA 37.111 1.25E+3 0.000 3 -1.15E+3 0,000 1 13:ULC, 1 DEA 37.111 1.76E+3 0.000 2 -1.26E+3 37.111 2 14:ULC, 1 DEP 37.111 1.21E+3 0.000 3 -955.467 0.000 15:ULC, 1 DEP 37.111 1.8E+3 0.000 2 -1.24E+3 37.111 2 16:ULC, 1 DEP 37.111 1.76E+3 0.000 2 -1.26E+3 37.111 2 17:ULC, 1 DEP 37.111 1.25E+3 0.000 3 -1.15E+3 0.000 1 18:ULC, 1 DEP 37.111 4.95E+3 0.000 3 -3.92E+3 0.000 1 19:ULC, 1 DEP 37.111 4.51E+3 0.000 3 -3.75E+3 0.000 1 20:ULC, 1 DEP 37,111 4,53E+3 0.000 3 -3.89E+3 0,000 1 21:ULC, 1 DEP 37.111 4.92E+3 0.000 3 -3.78E+3 0.000 22:ULC, 1 DEP 37.111 4.51E+3 0.000 3 -3.75E+3 0.000 23:ULC, 1 DEP 37.111 4.95E+3 0.000 3 -3.92E+3 0.000 1 24:ULC, 1 DEP 37.111 4.92E+3 0.000 3 -3.78E+3 0.000 1 25:ULC, 1 DEP 37.111 4.53E+3 0.000 3 -3.89E+3 0.000 1 26:ULC, 0.6 DE 37.111 902.334 0.000 3 -643.758 0.000 27:ULC, 0.6 DE 37.111 1.2E+3 0.000 2 -829.612 37.111 2 28:ULC, 0.6 DE 37.111 605.180 0.000 3 -526.295 0.000 1 29:ULC, 0.6 DE 37.111 790.314 0.000 3 -866.698 0.000 30:ULC, 0.6 DE 37.111 1.16E+3 0.000 2 -847.396 37.111 2 31:ULC, 0.6 DE 37.111 605.180 0.000 3 -526.295 0.000 1 32:ULC, 0.6 DE 37.111 1.2E+3 0.000 2 -829.612 37.111 2 33:ULC, 0.6 DE 37.111 1.16E+3 0.000 2 -847.396 37.111 2 34:ULC, 0,6 DE 37.111 790,314 0.000 3 -866.698 0.000 1 32 1:+X 29.370 106.039 0.000 1 -315.126 0.000 2 2:-X 29.370 315.126 0.000 2 -106.039 0,000 1 3:+Z 29.370 460.653 29,370 2 -376.803 29.370 4 4:-Z 29.370 376.803 29.370 4 -460.653 29.370 2 5:DEAD LOAD 29.370 1.39E+3 29.370 2 -1.03E+3 0.000 2 6:LIVE LOAD 29.370 4.14E+3 29.370 2 -2.95E+3 0.000 2 7:ULC, 1 DEA[ 29.370 1.39E+3 29.370 2 -1.03E+3 0.000 2 8:ULC, 1 DEA[ 29.370 5.53E+3 29.370 2 -3.98E+3 0.000 2 9:ULC, 1 DEAL 29.370 4.5E+3 29.370 2 -3.24E+3 0.000 2 10:ULC, 1 DEP 29,370 1.37E+3 29.370 2 -1.25E+3 0.000 2 11:ULC, 1 DEA 29.370 1.42E+3 29.370 2 -812.650 0.000 2 12:ULC, 1 DEP 29.370 1.72E+3 29.370 2 -942.010 29,370 4 13:ULC, 1 DEP 29.370 1.22E+3 29.370 2 -1.27E+3 0.000 2 14:ULC, 1 DEP 29.370 1.42E+3 29.370 2 -812.650 0.000 2 15:ULC, 1 DEP 29.370 1.37E+3 29.370 2 -1.25E+3 0.000 2 16:ULC, 1 DEP 29.370 1.22E+3 29.370 2 -1.27E+3 0.000 2 17:ULC, 1 DEP 29.370 1.72E+3 29.370 2 -942.010 29.370 4 18:ULC, 1 DEP 29.370 4.47E+3 29.370 2 -3.41E+3 0.000 2 19:ULC, 1 DEP 29.370 4.52E+3 29.370 2 -3.08E+3 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 34 of 129 41 eftware licensed to Intelligrate ob No A-18-14089 Sheet No 35 Rev Part Job Title Shasta Palletizer Platform Ref Y MRL Date23-Aug-19 chd SRT Client Fil Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 20:ULC, 1 DEA 29.370 4.74E+3 29.370 2 -3.06E+3 0.000 2 21:ULC, 1 DEA 29.370 4.25E+3 29.370 2 -3.42E+3 0.000 2 22:ULC, 1 DEP 29.370 4,52E+3 29.370 2 -3.08E+3 0.000 2 23:ULC, 1 DEP 29.370 4.47E+3 29.370 2 -3.41E+3 0.000 2 24:ULC, 1 DEP 29.370 4.25E+3 29.370 2 -3.42E+3 0.000 2 25:ULC, 1 DEP 29.370 4.74E+3 29.370 2 -3.06E+3 0.000 2 26:ULC, 0.6 DE 29.370 835.688 29.370 2 -619,943 0.000 2 27:ULC, 0.6 DE 29.370 808.706 29.370 2 -840.531 0.000 2 28:ULC, 0.6 DE 29.370 862.670 29.370 2 -406.714 29.370 4 29:ULC, 0.6 DE 29.370 1.16E+3 29.370 2 -670.711 29.370 4 30:ULC, 0.6 DE 29.370 789.353 29.370 3 -859.564 0.000 2 31:ULC, 0.6 DE 29.370 862.670 29.370 2 -406.714 29.370 4 32:ULC, 0.6 DE 29.370 808.706 29.370 2 -840.531 0.000 2 33:ULC, 0.6 DE 29.370 789.353 29.370 3 -859.564 0.000 2 34:ULC, 0.6 DE 29.370 1.16E+3 29.370 2 -670.711 29.370 4 33 1:+X 37.115 494.190 37.115 2 -627.466 37.115 1 2:-X 37.115 627.466 37.115 1 -494.190 37.115 2 3:+Z 37.115 428.151 37.115 1 -526.810 37.115 4:-Z 37.115 526.810 37.115 2 -428.151 37.115 5:DEAD LOAD 37.115 205.145 0.000 2 -528.250 0.000 1 6:LIVE LOAD 37.115 1.75E+3 0.000 2 -3.18E+3 0.000 7:ULC, 1 DEA[ 37.115 205.145 0.000 2 -528.250 0.000 8:ULC, 1 DEA[ 37.115 1.95E+3 0.000 2 -3.71E+3 0.000 9:ULC, 1 DEAL 37.115 1.52E+3 0.000 2 -2.91E+3 0.000 10:ULC, 1 DEP 37.115 130.009 37.115 2 -525.400 37.115 11:ULC, 1 DEA 37.115 485.889 0.000 2 -715.701 0.000 12:ULC, 1 DEP 37.115 491.159 0.000 2 -883.326 0.000 13:ULC, 1 DEA 37.115 152.844 37.115 2 -385.880 37.115 1 14:ULC, 1 DEA 37.115 485.889 0.000 2 -715.701 0.000 15:ULC, 1 DEP 37.115 130.009 37.115 2 -525.400 37.115 16:ULC, 1 DEP 37.115 152.844 37.115 2 -385.880 37.115 17:ULC, 1 DEA 37.115 491.159 0.000 2 -883.326 0.000 1 18:ULC, 1 DEP 37.115 1,31E+3 0.000 2 -2.77E+3 0.000 1 19:ULC, 1 DEA 37.115 1.73E+3 0.000 2 -3.05E+3 0.000 1 20:ULC, 1 DEP 37.115 1.73E+3 0.000 2 -3.18E+3 0.000 21:ULC, 1 DEA 37.115 1.3E+3 0.000 2 -2.65E+3 0.000 1 22:ULC, 1 DEP 37,115 1.73E+3 0.000 2 -3.05E+3 0.000 23:ULC, 1 DEP 37.115 1.31E+3 0.000 2 -2.77E+3 0.000 24:ULC, 1 DEP 37.115 1.3E+3 0.000 2 -2.65E+3 0.000 25:ULC, 1 DEP 37.115 1.73E+3 0.000 2 -3.18E+3 0.000 1 26:ULC, 0.6 DE 37.115 123,087 0.000 2 -316.950 0.000 1 27:ULC, 0.6 DE 37.115 216.379 37,115 2 -490.931 37.115 28:ULC, 0.6 DE 37.115 403.831 0.000 2 -504.401 0.000 29:ULC, 0.6 DE 37.115 409.101 0.000 2 -672.026 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 35 of 129 42 Software licensed to Intelligrated obwo Sheet No 36 mm nm Job Title Shasta Palletizer Platform Ref By VIRL oat'23-Aug18 chdSRT flePalleUzer.8TD oal*m- 03-Gep-201912:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Roum L/C Length (|») Stress (Psi) d (i») Cnmm Stress (psi) d (in) Cnmu . 30:ULC.0,6O[ 37115 239,213 37.115 2 '351,410 37115 1 31:ULC 0.6O[ 37,115 403.831 0.000 2 -50440 0.000 1 %lULC, 0.6D[ 37.115 216.379 3715 2 490.931 37115 1 33:ULC, UOf 37.115 239,213 37115 2 -351410 37.115 1 34�UU����� �[115 4091V1 O�OV 2 �T2�20 0�0O 1 ^ 34 1:+x . 37A15 - 030.825 37o5 2 -508181 . 37.115 1 z:-x 37.115 503181 37,115 1 -636.825 arno 2 3:+z 37,115 328.897 37.115 1 -470150 37.115 2 4:-Z 37.115 470150 37.115 2 -328.897 37115 1 5:oEADLO4O 37.115 285.010 0.000 2 -246.012 0.000 1 &LIVELnAD 37115 1,58E+3 0.000 2 '1.53E+3 0�000 1 TULC 1 DEAL 37.115 205.010 0.080 2 -240.012 0.000 1 8:ULC.1 DEAL 87115 1.80E+3 U00 2 -138E+3 UOO 1 8:ULC 1DEA[ 37115 1.47E+3 0�000 2 4.4E+3 0.000 1 10:ULC.1 DEP 37115 450.069 37115 2 -297.114 37115 1 111LC 1DEA 37.115 483215 0.000 2 -537767 0.000 1 12:ULC, 1 DEP 37.115 400.997 0.000 2 -520.876 0.000 1 18:VLC.1DsA 37.115 333.997 87115 2 -175115 87.115 1 14:uLo 1 os* 37.115 481215 0.000 z -53r767 oonu 1 15:ULC, 1 DGu 37.115 45U09` 37.115 2 -297 114 37.115 1 16:ULC 1DEA 37.115 333,997 37.115 2 -175.115 37.115 1 17:ULC,1 ns4 37.115 400.997 0.000 2 -520876 0.000 1 18:UuC.1 DEP 37115 1.32E+3 0�000 2 '1.18E+3 0.000 1 19:ULC 1 DEP 37.115 1a2E+3 0.000 2 '1.62E+3 n000 1 2IULC 1DEp 37.115 1.6E+3 0.000 2 '1.6E+3 0.000 1 21:ULC 1DEP 37.115 1.34E+3 0.000 2 '1.18E+3 0.000 1 22:uLC,1 DE4 57A15 1.62E+3 0.000 2 '1.62s+3 0.000 1 23:VLC.1 DEp 37.115 1�32s+3 0.000 2 -1.18s+3 0.000 1 24:ULC 1 DE4 37115 1.34E+3 0.000 2 '1.19E+3 U00 1 zmuLc. 1 DEP 37.115 1.6s+3 0o80 u '1.6E+3 000n 1 26:ULC.O�8D[ 37.115 171,000 0,000 2 447.607 0.000 1 27:UuC.0.6of 37.115 448.713 37.115 u '319159 37115 1 28:ULC.0.6[f 37115 305.295 37.115 1 442.843 37.115 2 29:ULC, O�6 Of 37.115 346V93 0�000 2 -422.472 0�000 1 30:ULC.Oaof 37.115 332.040 37.115 a '197100 37115 1 31:ULC.0.6O[ 37115 385z35 37.115 1 442.8*3 37.115 2 no:Uu}.Ooo[ 37.115 4*8713 37A15 2 '319,15e 37.115 1 33:ULC'0.6 Of 37.115 332.0*0 37.115 2 '197.160 37.115 1 34:UuC.0.6mf 37115 346.893 OVOO 2 422,472 0.000 ' 1 no 1:+x - nrnn 577717 37.115 2 -735.367 37.115 1 2:^ 37.115 735367 37.115 1 -577.717 37.115 2 3:+2 37.115 57.588 37115 2 -248J98 37,115 1 *:-z 37115 249.793 37.115 1 -57.588 371115 2 Print Time/Date: 03109/2019 12:43 Print Run 36 of 129 4 Software licensed to Intelligrated Job No Sheet No 37 mm mm ouTitle Shasta Rd|odza Platform xw v mRL om23+\ S'1S nleRd|adzer.8TD Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LIC Length (m) Stress (psi) d (i») Come, Stress (psi) d (m) Como, 011VELOAD 37115 -801.493 27.830 1 TULC 1DEA[ 37.115 '167.430 15.465 1 8:ULC,1DEA[ 37.115 -955.920 27.830 1 8:ULC 1 DEA[ 37.115 -755547 27.830 1 10:ULC 1os* 37.115 307.488 37.115 u -638.308 37.115 1 11:ULC,1OEA 37115 391200 37.115 1 -501.305 37.115 u 12:ULC 1DEP 37115 -298.406 37.115 1 13:ULC,1 DEA 37,115 51.304 37.115 1 437215 37,115 2 14:ULO 1DE4 37.115 391200 37.115 1 -501.305 37.115 n 15:ULC 1DEA 37.115 307.489 37.115 2 -638.300 37.115 1 16:ULC 1DEA 37.115 51.304 37.115 1 -137215 37115 2 17:ULG,1OEA 37.115 -288400 37.115 1 18:ULC 1DEP 37115 4.08E+3 37115 1 19:ULC 1DEP 37.115 -634.42e 24J43 u 20:ULC.1 DE4 37115 -858.708 30.928 1 21:ULC 1osp 87J15 -661330 24743 1 uauLC IoEv 37.115 -694.425 24.743 z 23:VLC. 1 DEA 37115 '1.00E+3 37.15 1 24:ULC,1 UEP 37115 -661,330 24743 1 25ULC 1 DEP 37.115 -858703 30.929 1 zn:ULC. O.00[ 37.115 '100.450 15.405 1 27:ULC 0.6cD 37.115 340200 37.115 2 -588.887 37.11e 1 mlULC, 0.8OE 37.115 440.026 37.115 1 -402.544 37.115 2 29:ULC 0.6DE 37.115 -248.986 37.115 1 30:ULC, 0.6 DE 37.115 100.725 37.115 1 -98.454 37,115 2 31:ULC KOD[ 37.115 440.626 37.115 1 -402.544 37.115 2 32:ULC 0.0D[ 37.115 340.260 37.115 2 -588.887 37.115 1 oJ:Uu}.0.0DIE 37115 100.725 37.115 1 -98454 87115 2 ��ULC.K�[B J[115 �4888� �[115 1 36 1:+X 37.115 737.919 37,115 2 ` -581255 37.115 1 2:-X 37.115 581255 37.115 1 -737.919 37.115 2 3:+z 37115 82.637 37.115 2 477J50 37.115 1 4:-Z 37.1/5 177.750 37.115 1 -92.637 37.115 o zDsAoLOAo 37115 123.298 0.000 2 -285.908 0,000 1 8iNELOAD 37115 -761.435 21.650 1 rVLC 1DEA[ 37.115 123298 0.000 e -285909 0.000 1 8:ULC.1DEA[ 37.115 -94e.048 15.465 1 9:ULC1DEAc 37.115 -767.351 12.372 1 10:ULC.1DEP 37.115 388.801 37.115 2 -400801 37.115 1 11:VLC,1DEA 37.115 412.956 37.115 1 -664226 37.115 2 12:VLC,1 DEy 37.115 87,511 0.000 2 -289701 0,000 1 13:ULC 1DEP 37.115 179.084 0.000 2 -282117 0.000 1 14:ULC 1osP 37.115 412.956 37.115 1 -604.220 37.115 u 15:ULC 1DEP 37.115 308.861 37115 2 400.801 37.115 1 Print Time/Date: 03/09/2019 12:43 Print Run 37 of 129 44 Job No A-18-14089 Sheet No 38 Rev oftware licensed to Intelligrated Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 16:ULC, 1 DEP 37.115 179.084 0.000 2 -282.117 0.000 1 17:ULC, 1 DEP 37.115 67.511 0.000 2 -289.701 0.000 1 18:ULC, 1 DEP 37.115 -808.253 27.836 19:ULC, 1 DEP 37,115 -939.675 0.000 20:ULC, 1 DEP 37.115 -802.642 15,465 21:ULC, 1 DEP 37.115 -737.228 9.279 1 22:ULC, 1 DEP 37.115 -939.675 0.000 1 23:ULC, 1 DEP 37.115 -808.253 27.836 1 24:ULC, 1 DEP 37.115 -737.228 9.279 1 25:ULC, 1 DEP 37,115 -802.642 15.465 1 26:ULC, 0,6 DE 37.115 73.979 0.000 2 -171.546 0.000 1 27:ULC, 0.6 DE 37.115 427.934 37.115 2 -403.232 37.115 28:ULC, 0.6 DE 37.115 410.525 37.115 1 -605.153 37.115 2 29:ULC, 0.6 DE 37.115 18.192 0.000 2 -178.316 6.186 30:ULC, 0.6 DE 37.115 129.765 0.000 2 -167,753 0.000 1 31:ULC, 0.6 DE 37.115 410.525 37.115 1 -605.153 37.115 2 32:ULC, 0.6 DE 37.115 427.934 37.115 2 -403.232 37.115 33:ULC, 0.6 DE 37.115 129,765 0.000 2 -167.753 0.000 1 34:ULC, 0.6 DE 37.115 18.192 0.000 2 -178.316 6.186 1 39 1:+X 37.115 417.125 37.115 2 -534.990 37.115 2:-X 37.115 534.990 37.115 1 -417.125 37.115 2 3:+Z 37.115 146.383 37.115 2 -172.155 37.115 1 4:-Z 37.115 172.155 37.115 1 -146.383 37.115 2 5:DEAD LOAD 37.115 671.781 0.000 2 -1.26E+3 0.000 1 6:LIVE LOAD 37.115 2.45E+3 0.000 2 -4,22E+3 0.000 1 7:ULC, 1 DEAC 37.115 671.781 0.000 2 -1.26E+3 0.000 1 8:ULC, 1 DEAC 37.115 3.12E+3 0.000 2 -5.49E+3 0.000 1 9:ULC, 1 DEA[ 37,115 2.51E+3 0.000 2 -4,43E+3 0.000 10:ULC, 1 DEA 37.115 443.142 0.000 2 -1.12E+3 0.000 1 11:ULC, 1 DEA 37.115 900.419 0.000 2 -1.41E+3 0.000 1 12:ULC, 1 DEP 37.115 666.048 0.000 2 -1.28E+3 0.000 1 13:ULC, 1 DEA 37.115 677.514 0.000 2 -1.25E+3 0,000 1 14:ULC, 1 DEA 37.115 900.419 0.000 2 -1,41E+3 0.000 1 15:ULC, 1 DEP 37.115 443.142 0.000 2 -1.12E+3 0.000 1 16:ULC, 1 DEP 37.115 677.514 0,000 2 -1,25E+3 0.000 17:ULC, 1 DEP 37.115 666.048 0.000 2 -1.28E+3 0.000 18:ULC, 1 DEP 37.115 2.34E+3 0.000 2 -4.32E+3 0.000 1 19:ULC, 1 DEP 37.115 2.68E+3 0.000 2 -4.54E+3 0.000 1 20:ULC, 1 DEP 37.115 2.51E+3 0.000 2 -4.44E+3 0.000 1 21:ULC, 1 DEP 37.115 2.51E+3 0.000 2 -4.42E+3 0.000 1 22:ULC, 1 DEP 37.115 2.68E+3 0.000 2 -4.54E+3 0.000 1 23:ULC, 1 DEP 37.115 2.34E+3 0.000 2 -4.32E+3 0.000 1 24:ULC, 1 DEP 37,115 2.51E+3 0.000 2 -4.42E+3 0.000 1 25:ULC, 1 DEP 37.115 2.51E+3 0.000 2 -4.44E+3 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 38 of 129 45 re licensed to intelligrated Job No A-18-14089 Sheet No 39 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD oatemme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 26:ULC, 0.6 DE 37.115 403.068 0.000 2 -758.814 0.000 1 27:ULC, 0.6 DE 37.115 174.430 0.000 2 -612.681 0.000 1 28:ULC, 0.6 DE 37.115 631.707 0.000 2 -904.948 0.000 29:ULC, 0.6 DE 37.115 397.335 0.000 2 -771.122 0.000 30:ULC, 0.6 DE 37.115 408.802 0.000 2 -746.507 0.000 31:ULC, 0.6 DE 37.115 631.707 0.000 2 -904.948 0.000 1 32:ULC, 0.6 DE 37.115 174.430 0.000 2 -612.681 0.000 1 33:ULC, 0.6 DE 37.115 408.802 0.000 2 -746.507 0.000 1 34:ULC, 0.6 DE 37.115 397.335 0.000 2 -771.122 0.000 1 40 1:+X 37.115 518.530 37.115 2 -381.129 37.115 1 2:-X 37.115 381.129 i 37.115 1 -518.530 37.115 2 3:+Z 37.115 342.470 37.115 2 -235.444 37.115 4:-Z 37.115 235,444 37.115 1 -342.470 37.115 2 5:DEAD LOAD 37.115 899.022 0.000 2 -1.1E+3 0.000 1 6:LIVE LOAD 37.115 2.34E+3 0.000 2 -2.33E+3 0.000 1 7:ULC, 1 DEA( 37.115 899.022 0.000 2 -1.1E+3 0.000 1 8:ULC, 1 DEA( 37.115 3.24E+3 0.000 2 -3.43E+3 0.000 1 9:ULC, 1 DEA[ 37.115 2.66E+3 0.000 2 -2.84E+3 0.000 1 10:ULC, 1 DEA 37.115 783.111 0.000 2 -883.913 0,000 1 11:ULC, 1 DEA 37.115 1.01E+3 0.000 2 -1,31E+3 0.000 12:ULC, 1 DEP 37.115 795.909 0,000 2 -917.973 0.000 13:ULC, 1 DEP 37.115 1E+3 0.000 2 -1.27E+3 0.000 1 14:ULC, 1 DEA 37.115 1.01E+3 0.000 2 -1.31E+3 0.000 1 15:ULC, 1 DEP 37.115 783.111 0.000 2 -883.913 0.000 1 16:ULC, 1 DEA 37.115 1E+3 0.000 2 -1.27E+3 0.000 1 17:ULC, 1 DEP 37.115 795.909 0.000 2 -917.973 0.000 1 18:ULC, 1 DEA 37.115 2.57E+3 0.000 2 -2,68E+3 0.000 1 19:ULC, 1 DEA 37.115 2.74E+3 0.000 2 -3E+3 0.000 20:ULC, 1 DEP 37.115 2.58E+3 0.000 2 -2.71E+3 0.000 21:ULC, 1 DEP 37.115 2.73E+3 0.000 2 -2.98E+3 0.000 1 22:ULC, 1 DEP 37,115 2.74E+3 0.000 2 -3E+3 0.000 1 23:ULC, 1 DEA 37.115 2.57E+3 0.000 2 -2.68E+3 0.000 1 24:ULC, 1 DEP 37.115 2.73E+3 0.000 2 -2.98E+3 0.000 1 25:ULC, 1 DEP 37.115 2.58E+3 0.000 2 -2.71E+3 0.000 1 26:ULC, 0.6 DE 37,115 539.413 0.000 2 -657.603 0.000 27:ULC, 0.6 DE 37.115 423.502 0.000 2 -445.511 0.000 28:ULC, 0.6 DE 37.115 676,751 37,115 1 -878.516 37.115 2 29:ULC, 0.6 DE 37.115 436.300 0.000 2 -479.571 0.000 30:ULC, 0.6 DE 37.115 642.527 0.000 2 -835.634 0.000 1 31:ULC, 0.6 DE 37.115 676.751 37.115 1 -878.516 37.115 2 32:ULC, 0.6 DE 37.115 423.502 0.000 2 -445.511 0.000 1 33:ULC, 0.6 DE 37.115 642.527 0.000 2 -835.634 0.000 1 34:ULC, 0.6 DE 37,115 436.300 0.000 2 -479.571 0.000 41 1:+X 31.743 2.65E+3 31.743 2 -1.94E+3 31.743 4 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 39 of 129 46 Software licensed to Intelligrated Job No A-18-14089 Sheet No 40 Rev Part Job Tale Shasta Palletizer Platform Ref Dy MRL D0t'23-Aug-19 Chd SRT Client File Palletizer.STD Date/lime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 31.743 1.94E+3 31.743 4 -2,65E+3 31.743 2 3:+Z 31.743 3.8E+3 0.000 3 -4.1E+3 31.743 3 4:-Z 31.743 4.1E+3 31.743 3 -3.8E+3 - 0.000 3 5:DEAD LOAD 31.743 6.22E+3 31.743 3 -5.7E+3 0.000 6:LIVE LOAD 31.743 2.86E+3 31.743 1 -2.99E+3 31.743 7:ULC, 1 DEAL 31.743 6.22E+3 31.743 3 -5.7E+3 0.000 8:ULC, 1 DEAL 31.743 3.23E+3 31.743 3 -4E+3 0.000 2 9:ULC, 1 DEAL 31.743 3.97E+3 31.743 3 -4.43E+3 0.000 3 10:ULC, 1 DEP 31.743 6.05E+3 31.743 3 -5.66E+3 0.000 3 11:ULC, 1 DEA 31.743 6.39E+3 31.743 3 -5.73E+3 0.000 12:ULC, 1 DEP 31.743 3.35E+3 31.743 3 -3.28E+3 0.000 2 13:ULC, 1 DEP 31.743 9.09E+3 31.743 3 -8.11E+3 0.000 14:ULC, 1 DEP 31.743 6.39E+3 31.743 3 -5.73E+3 0.000 15:ULC, 1 DEP 31.743 6,05E+3 31.743 3 -5.66E+3 0.000 16:ULC, 1 DEP 31.743 9.09E+3 31.743 3 -8.11E+3 0.000 3 17:ULC, 1 DEP 31.743 3.35E+3 31.743 3 -3.28E+3 0.000 2 18:ULC, 1 DEP 31.743 3.85E+3 31.743 3 -4.4E+3 0.000 3 19:ULC, 1 DEP 31.743 4.1E+3 31.743 3 -4.45E+3 0.000 20:ULC, 1 DEP 31.743 2.56E+3 31.743 2 -2,62E+3 0.000 2 21:ULC, 1 DEP 31.743 6.13E+3 31.743 3 -6.24E+3 0.000 22:ULC, 1 DEP 31.743 4.1E+3 31.743 3 -4.45E+3 0.000 23:ULC, 1 DEP 31.743 3.85E+3 31.743 3 -4.4E+3 0.000 24:ULC, 1 DEA 31.743 6.13E+3 31.743 3 -6.24E+3 0.000 3 25:ULC, 1 DEP 31.743 2.56E+3 31.743 2 -2.62E+3 0.000 2 26:ULC, 0.6 DE 31.743 3.73E+3 31.743 3 -3.42E+3 0.000 3 27:ULC, 0.6 DE 31.743 3.56E+3 31.743 3 -3.38E+3 0.000 3 28:ULC, 0.6 DE 31.743 3.9E+3 31,743 3 -3.45E+3 0.000 29:ULC, 0.6 DE 31.743 1.58E+3 31.743 2 -1.66E+3 0.000 2 30:ULC, 0.6 DE 31.743 6.6E+3 31.743 3 -5.83E+3 0.000 31:ULC, 0.6 DE 31.743 3.9E+3 31.743 3 -3.45E+3 0.000 32:ULC, 0.6 DE 31.743 3.56E+3 31.743 3 -3.38E+3 0.000 3 33:ULC, 0.6 DE 31.743 6.6E+3 31.743 3 -5.83E+3 0.000 3 34:ULC, 0.6 DE 31.743 1.58E+3 31.743 2 -1.66E+3 0.000 2 42 1:+X 133.623 -416.562 0.000 1 2:-X 133.623 416.562 0.000 3:+Z 133.623 356.964 0.000 1 -1.06E+3 0.000 2 4:-Z 133.623 1.06E+3 0.000 2 -356.964 0.000 5:DEAD LOAD 133.623 2.65E+3 77.947 2 -1.87E+3 0.000 2 6:LIVE LOAD 133.623 159.306 0.000 1 -427,934 0.000 2 7:ULC, 1 DEAL 133.623 2.65E+3 77.947 2 -1.87E+3 0.000 2 8:ULC, 1 DEAL 133.623 2.48E+3 77.947 2 -2.3E+3 0.000 2 9:ULC, 1 DEAL 133.623 2.52E+3 77.947 2 -2.19E+3 0.000 2 10:ULC, 1 DEP 133.623 2.39E+3 77.947 2 -2,16E+3 0.000 2 11:ULC, 1 DEA 133.623 2.91E+3 77.947 2 -1.58E+3 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 40 of 129 47 Job No A-18-14089 Part Software licensed to Intelligrate eet No 41 Rev ob Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client ile pane izer.STD Da errime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEP 133.623 2.34E+3 77.947 2 -2.61E+3 0.000 2 13:ULC, 1 DEA 133.623 2.96E+3 77.947 2 -1.13E+3 0.000 2 14:ULC, 1 DEP 133.623 2,91E+3 77.947 2 -1.58E+3 0.000 2 15:ULC, 1 DEP 133.623 2.39E+3 77.947 2 -2.16E+3 0.000 2 16:ULC, 1 DEA 133.623 2.96E+3 77.947 2 -1.13E+3 0.000 2 17:ULC, 1 DEP 133.623 2.34E+3 77.947 2 -2.61E+3 0.000 2 18:ULC, 1 DEP 133.623 2.33E+3 77.947 2 -2.41E+3 0.000 2 19:ULC, 1 DEP 133.623 2.72E+3 77.947 2 -1.97E+3 0.000 2 20:ULC, 1 DEP 133.623 2.29E+3 77.947 2 -2.74E+3 0.000 21:ULC, 1 DEP 133.623 2.76E+3 77.947 2 -1.63E+3 0.000 2 22:ULC, 1 DEP 133.623 2.72E+3 77.947 2 -1.97E+3 0.000 23:ULC, 1 DEP 133.623 2.33E+3 77.947 2 -2.41E+3 0.000 24:ULC, 1 DEP 133.623 2.76E+3 77.947 2 -1.63E+3 0.000 2 25:ULC, 1 DEA 133.623 2.29E+3 77.947 2 -2.74E+3 0.000 26:ULC, 0.6 DE 133.623 1.59E+3 77.947 2 -1.12E+3 0.000 27:ULC, 0.6 DE 133.623 1,33E+3 77.947 2 -1.41E+3 0.000 28:ULC, 0.6 DE 133.623 1.85E+3 77.947 2 -828.809 0.000 2 29:ULC, 0.6 DE 133.623 1.28E+3 77.947 2 -1.86E+3 0.000 30:ULC, 0.6 DE 133.623 1.93E+3 66.812 2 -634.331 66.812 31:ULC, 0.6 DE 133.623 1.85E+3 77.947 2 -828.809 0.000 2 32:ULC, 0.6 DE 133.623 1.33E+3 77.947 2 -1.41E+3 0.000 2 33:ULC, 0.6 DE 133.623 1.93E+3 66.812 2 -634.331 66.812 34:ULC, 0.6 DE 133.623 1.28E+3 77.947 2 -1.86E+3 0.000 2 43 1:+X 133.623 -644.679 0.000 1 2:-X 133.623 644,679 0.000 1 3:+Z 133.623 1.45E+3 0.000 2 -350.246 0.000 4:-Z 133.623 350.246 0.000 1 -1.45E+3 0,000 2 5:DEAD LOAD 133.623 1.51E+3 0.000 2 -2.85E+3 77.947 2 6:LIVE LOAD 133.623 525.605 0.000 2 -14.333 0.000 1 7:ULC, 1 DEA[ 133.623 1.51E+3 0.000 2 -2.85E+3 77.947 2 8:ULC, 1 DEA[ 133.623 2.04E+3 0.000 2 -2.55E+3 77,947 2 9:ULC, 1 DEA[ 133.623 1.9E+3 0.000 2 -2.63E+3 77.947 10:ULC, 1 DEP 133.623 1.06E+3 0.000 2 -3.13E+3 77.947 2 11:ULC, 1 DEA 133.623 1.96E+3 0.000 2 -2.56E+3 77.947 12:ULC, 1 DEP 133.623 2,52E+3 0.000 2 -2.38E+3 77.947 2 13:ULC, 1 DEP 133.623 904.999 66.812 1 -3.36E+3 66.812 2 14:ULC, 1 DEP 133.623 1,96E+3 0.000 2 -2.56E+3 77.947 2 15:ULC, 1 DEA 133.623 1.06E+3 0.000 2 -3.13E+3 77.947 2 16:ULC, 1 DEP 133.623 904.999 66.812 1 -3.36E+3 66.812 2 17:ULC, 1 DEP 133.623 2.52E+3 0.000 2 -2.38E+3 77.947 18:ULC, 1 DEP 133.623 1.57E+3 0.000 2 -2.84E+3 77.947 19:ULC, 1 DEP 133.623 2.24E+3 0.000 2 -2.41E+3 77.947 2 20:ULC, 1 DEP 133.623 2.66E+3 0.000 2 -2.28E+3 77.947 2 21:ULC, 1 DEP 133.623 1.14E+3 0.000 2 -2.98E+3 77.947 Print Time/Cate: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 41 of 129 48 e licensed to Intelligrated Job No A-18-14089 Part Sheet No 42 Rev Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd s RT Client File Palletizer.STD Daterrime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DE A 133.623 2.24E+3 0.000 2 -2,41E+3 77.947 2 23:ULC, 1 DEP 133.623 1.57E+3 0.000 2 -2.84E+3 77.947 2 24:ULC, 1 DEP 133.623 1.14E+3 0.000 2 -2.98E+3 77.947 2 25:ULC, 1 DE A 133,623 2.66E+3 0.000 2 -2.28E+3 77.947 2 26:ULC, 0.6 DE 133.623 906.380 0.000 2 -1.71E+3 77.947 2 27:ULC, 0.6 DE 133.623 455.104 0.000 2 -1.99E+3 66.812 2 28:ULC, 0.6 DE 133.623 1.36E+3 0.000 2 -1.42E+3 77.947 2 29:ULC, 0.6 DE 133.623 1.92E+3 0.000 2 -1.24E+3 77.947 2 30:ULC, 0.6 DE 133.623 575.734 66.812 1 -2.23E+3 66.812 2 31:ULC, 0.6 DE 133.623 1.36E+3 0.000 2 -1.42E+3 77.947 2 32:ULC, 0.6 DE 133.623 455.104 0.000 2 -1.99E+3 66.812 2 33:ULC, 0.6 DE 133.623 575.734 66,812 1 -2.23E+3 66.812 2 34:ULC, 0.6 DE 133,623 1.92E+3 0.000 2 -1.24E+3 77.947 2 44 1:+X 36.370 271.420 0.000 1 -624.988 0.000 2 2:-X 36.370 624.988 0.000 2 -271.420 0.000 1 3:+Z 36.370 25.039 36.370 2 -36.261 0.000 2 4:-Z 36.370 36.261 0.000 2 -25.039 36.370 2 5:DEAD LOAD 36.370 299,285 9.092 2 -596.970 36.370 2 6:LIVE LOAD 36.370 591.224 0.000 2 -794.278 33.339 3 7:ULC, 1 DEAL 36.370 299.285 9.092 2 -596.970 36.370 2 8:ULC, 1 DEAL 36.370 828.493 0.000 2 -1.38E+3 36.370 2 9:ULC, 1 DEAL 36.370 680.687 0.000 2 -1.19E+3 36.370 2 10:ULC, 1 DE A 36.370 203.471 36.370 1 460.147 36.370 2 11:ULC, 1 DEA 36.370 674.761 0.000 2 -733.794 36.370 12:ULC, 1 DE A 36.370 284.630 9.092 2 -579.443 36.370 2 13:ULC, 1 DEP 36.370 313.940 9.092 2 -614.498 36.370 2 14:ULC, 1 DEP 36.370 674.761 0.000 2 -733.794 36.370 2 15:ULC, 1 DEP 36.370 203.471 36.370 1 -460.147 36.370 2 16:ULC, 1 DEP 36.370 313.940 9.092 2 -614.498 36.370 2 17:ULC, 1 DEP 36.370 284.630 9.092 2 -579.443 36.370 2 18:ULC, 1 DE A 36.370 534.484 27.277 1 -1.08E+3 36.370 2 19:ULC, 1 DEP 36.370 1.01E+3 0.000 2 -1.29E+3 36.370 2 20:ULC, 1 DEP 36.370 668.288 0.000 2 -1.17E+3 36.370 2 21:ULC, 1 DEP 36.370 693.085 0.000 2 -1.2E+3 36.370 2 22:ULC, 1 DE A 36,370 1.01E+3 0.000 2 -1.29E+3 36.370 2 23:ULC, 1 DE A 36,370 534,484 27.277 1 -1,08E+3 36.370 2 24:ULC, 1 DE A 36.370 693.085 0.000 2 -1.2E+3 36.370 2 25:ULC, 1 DEP 36.370 668.288 0.000 2 -1.17E+3 36.370 2 26:ULC, 0.6 DE 36.370 179.571 9.092 2 -358.182 36.370 2 27:ULC, 0.6 DE 36.370 149.260 0.000 1 -317.441 0.000 2 28:ULC, 0.6 DE 36.370 579.853 0.000 2 -495.006 36.370 2 29:ULC, 0.6 DE 36.370 164.916 9.092 2 -340.655 36.370 2 30:ULC, 0.6 DE 36.370 194.226 9.092 2 -375.710 36.370 2 31:ULC, 0.6 DE 36.370 579.853 0.000 2 -495.006 36.370 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 42 of 129 49 Software licensed to Intelligrated Job No A-18-14089 Sheet No 43 Rev Part Job Tale Shasta Palletizer Platform Ref BY MRL illat'23-Aug-19 CM SRT Client File Palletizer.STD Date(Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 36.370 149.260 0.000 1 -317,441 0.000 2 33:ULC, 0.6 DE 36.370 194,226 9,092 2 -375,710 36.370 2 34:ULC, 0.6 DE 36.370 164.916 9,092 2 -340.655 36.370 2 45 1:+X 45.897 -9.436 0.000 2:-X 45.897 9.436 0.000 3:+Z 45.897 -176.878 0.000 4:-Z 45.897 176.878 0.000 1 5:DEAD LOAD 45.897 698.691 22.948 1 6:LIVE LOAD 45.897 973.581 0.000 1 7:ULC, 1 DEAL 45.897 698.691 22.948 8:ULC, 1 DEAL 45.897 1.67E+3 22.948 1 9:ULC, 1 DEM 45.897 1,43E+3 22.948 1 10:ULC, 1 DEP 45.897 692.086 22.948 1 11:ULC, 1 DEA 45.897 705.297 22.948 12:ULC, 1 DEP 45.897 574.876 22.948 1 13:ULC, 1 DEP 45.897 822.506 22.948 1 14:ULC, 1 DEP 45.897 705.297 22.948 15:ULC, 1 DEP 45.897 692.086 22.948 16:ULC, 1 DEP 45.897 822.506 22.948 1 17:ULC, 1 DEP 45.897 574.876 22.948 18:ULC, 1 DEP 45.897 1.42E+3 22.948 1 19:ULC, 1 DEP 45.897 1.43E+3 22,948 20:ULC, 1 DEP 45.897 1.34E+3 22.948 1 21:ULC, 1 DEP 45.897 1.52E+3 22.948 1 22:ULC, 1 DEP 45.897 1.43E+3 22.948 1 23:ULC, 1 DEP 45.897 1.42E+3 22.948 1 24:ULC, 1 DEP 45.897 1.52E+3 22.948 1 25:ULC, 1 DEP 45,897 1.34E+3 22.948 1 26:ULC, 0.6 DE 45.897 419.215 22.948 27:ULC, 0.6 DE 45,897 412.609 22.948 28:ULC, 0.6 DE 45.897 425.820 22.948 29:ULC, 0.6 DE 45.897 295.400 22,948 30:ULC, 0.6 DE 45.897 543.030 22.948 31:ULC, 0.6 DE 45.897 425.820 22.948 32:ULC, 0.6 DE 45.897 412.609 22.948 1 33:ULC, 0.6 DE 45.897 543.030 22.948 34:ULC, 0.6 DE 45.897 295.400 22.948 46 1:+X 45.897 3.156 0.000 2:-X 45.897 -3.156 0.000 1 3:+Z 45.897 -2.423 0.000 1 4:-Z 45.897 2.423 0.000 1 5:DEAD LOAD 45.897 244.066 22.948 1 -157.606 22.948 6:LIVE LOAD 45.897 366.833 0.000 1 7:ULC, 1 DEM 45.897 244.066 22.948 1 -157.606 22.948 Print Time/Bate: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 43 of 129 50 Software licensed to Intelligrated Job No A-18-14089 Sheet No 44 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 8:ULC, 1 DEA[ 45.897 610.898 22.948 1 9:ULC, 1 DEA[ 45.897 519.190 22.948 1 10:ULC, 1 DEP 45.897 246.275 22,948 1 -155.397 22.948 11:ULC, 1 DEA 45.897 241.857 22.948 1 -159.815 22.948 3 12:ULC, 1 DEP 45.897 242.369 22.948 1 -159.302 22.948 3 13:ULC, 1 DEP 45.897 245.762 22.948 1 -155.910 22.948 14:ULC, 1 DEP 45.897 241.857 22.948 1 -159.815 22.948 15:ULC, 1 DEP 45.897 246.275 22.948 1 -155.397 22.948 16:ULC, 1 DEP 45.897 245.762 22.948 1 -155.910 22.948 3 17:ULC, 1 DEP 45.897 242.369 22.948 1 -159.302 22.948 3 18:ULC, 1 DEP 45.897 520.847 22.948 1 19:ULC, 1 DEP 45.897 517.533 22.948 20:ULC, 1 DEP 45.897 517.918 22.948 1 21:ULC, 1 DEP 45.897 520.462 22.948 1 22:ULC, 1 DEP 45.897 517.533 22.948 1 23:ULC, 1 DEP 45.897 520.847 22.948 1 ) 24:ULC, 1 DEP 45.897 520.462 22.948 25:ULC, 1 DEP 45.897 517.918 22.948 26:ULC, 0.6 DE 45.897 146.439 22.948 1 -94.564 22.948 27:ULC, 0.6 DE 45.897 148.648 22.948 1 -92.355 22.948 28:ULC, 0.6 DE 45.897 144.231 22.948 1 -96.772 22.948 3 29:ULC, 0.6 DE 45.897 144.743 22.948 1 -96.260 22.948 3 30:ULC, 0.6 DE 45.897 148.136 22.948 1 -92.867 22.948 3 31:ULC, 0.6 DE 45.897 144.231 22.948 1 -96.772 22.948 3 32:ULC, 0.6 DE 45.897 148.648 22.948 1 -92.355 22.948 33:ULC, 0.6 DE 45.897 148.136 22.948 1 -92.867 22.948 3 34:ULC, 0.6 DE 45.897, 144.743 22.948 1 -96.260 22.948 3 47 1:+X 45.897 0.125 0.000 1 2:-X 45.897 -0.125 0.000 1 3:+Z 45.897 66.352 0.000 1 4:-Z 45.897 -66.352 0.000 1 5:DEAD LOAD 45.897 468.210 22.948 1 6:LIVE LOAD 45.897 1.26E+3 0.000 1 7:ULC, 1 DEA[ 45.897 468.210 22.948 8:ULC, 1 DEAL 45.897 1.73E+3 22.948 1 9:ULC, 1 DEA[ 45.897 1.42E+3 22.948 1 10:ULC, 1 DEP 45.897 468.297 22.948 1 11:ULC, 1 DEA 45.897 468.122 22.948 1 12:ULC, 1 DEP 45.897 514.656 22.948 13:ULC, 1 DEP 45.897 421.763 22.948 1 14:ULC, 1 DEP 45.897 468.122 22.948 1 15:ULC, 1 DEP 45.897 468.297 22.948 1 16:ULC, 1 DEP 45.897 421.763 22.948 1 17:ULC, 1 DEP 45.897 514.656 22.948 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 44 of 129 51 Software licensed to Intelligrated ob No A-18-14089 heet No 45 Rev Part ob Title Shasta Palletizer Platform R Y MRL Dat'23-Aug-19 Ch RT Client File Palletizer.STD Da ime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LiC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 18:ULC, 1 DEP 45.897 1.42E+3 22.948 19:ULC, 1 DEP 45.897 1.42E+3 22.948 20:ULC, 1 DEA 45.897 1.45E+3 22.948 1 21:ULC, 1 DEA 45.897 1,38E+3 22.948 1 22:ULC, 1 DEP 45.897 1.42E+3 22.948 23:ULC, 1 DEP 45.897 1.42E+3 22.948 1 24:ULC, 1 DEP 45.897 1.38E+3 22.948 1 25:ULC, 1 DEA 45.897 1.45E+3 22.948 1 26:ULC, 0.6 DE 45.897 280.926 22.948 27:ULC, 0.6 DE 45.897 281.014 22.948 28:ULC, 0.6 DE 45.897 280.838 22.948 1 29:ULC, 0.6 DE 45.897 327.372 22.948 1 30:ULC, 0.6 DE 45.897 234.479 22.948 1 -6.524 22.948 31:ULC, 0.6 DE 45.897 280.838 22,948 32:ULC, 0.6 DE 45.897 281.014 22.948 1 33:ULC, 0.6 DE 45.897 234.479 22.948 1 -6.524 22.948 34:ULC, 0.6 DE 45.897 327.372 22.948 1 48 1:+X 45.897 0.891 0.000 2:-X 45.897 -0.891 0.000 3:+Z 45.897 -59.712 0.000 1 4:-Z 45.897 59.712 0.000 5:DEAD LOAD 45.897 203.737 22.948 1 -197.934 22.948 6:LIVE LOAD 45.897 21.703 0.000 1 7:ULC, 1 DEA[ 45.897 203.737 22.948 1 -197.934 22.948 8:ULC, 1 DEA[ 45.897 225.440 22.948 1 -176.231 22.948 3 9:ULC, 1 DEAL 45.897 220.015 22,948 1 -181.657 22.948 3 10:ULC, 1 DEP 45.897 204.361 22.948 1 -197.311 22.948 3 11:ULC, 1 DEA 45.897 203.114 22.948 1 -198.558 22.948 12:ULC, 1 DEA 45.897 161.939 22.948 1 -239.732 22.948 13:ULC, 1 DEP 45,897 245.535 22,948 1 -156.136 22.948 14:ULC, 1 DEP 45.897 203.114 22.948 1 -198.558 22.948 15:ULC, 1 DEP 45,897 204.361 22.948 1 -197,311 22.948 3 16:ULC, 1 DEP 45,897 245.535 22.948 1 -156.136 22.948 17:ULC, 1 DEP 45,897 161.939 22,948 1 -239.732 22.948 18:ULC, 1 DEP 45.897 220.482 22.948 1 -181.189 22.948 19:ULC, 1 DEP 45.897 219.547 22.948 1 -182.125 22.948 20:ULC, 1 DEA 45.897 188.666 22.948 1 -213,006 22.948 21:ULC, 1 DEA 45.897 251.363 22.948 1 -150.308 22.948 22:ULC, 1 DEP 45.897 219.547 22.948 1 -182.125 22.948 23:ULC, 1 DEP 45.897 220.482 22.948 1 -181.189 22.948 24:ULC, 1 DEA 45.897 251.363 22.948 1 -150.308 22.948 25:ULC, 1 DEP 45.897 188.666 22.948 1 -213.006 22.948 26:ULC, 0.6 DE 45.897 122.242 22.948 1 -118.761 22.948 27:ULC, 0.6 DE 45.897 122.866 22.948 1 -118.137 22.948 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 45 of 129 52 Software licensed to Intelligrated Job No A-18-14089 Sheet No 46 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD Date/me 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 45.897 121.619 22.948 1 -119.384 22.948 3 29:ULC, 0.6 DE 45.897 80.444 22.948 1 -160.559 22.948 3 30:ULC, 0.6 DE 45.897 164.040 22.948 1 -76.962 22.948 3 31:ULC, 0.6 DE 45.897 121.619 22.948 1 -119.384 22.948 3 32:ULC, 0.6 DE 45.897 122.866 22.948 1 -118.137 22.948 3 33:ULC, 0.6 DE 45.897 164.040 22.948 1 -76.962 22.948 3 34:ULC, 0.6 DE 45.897 80.444 22.948 1 -160.559 22.948 3 49 1:+X 45.897 -2.244 0.000 1 2:-X 45.897 2.244 0.000 1 3:+Z 45.897 54.672 0.000 1 4:-Z 45.897 -54.672 0.000 1 5:DEAD LOAD 45.897 377.410 22.948 1 -24.261 22.948 3 6:LIVE LOAD 45.897 818.317 0.000 1 7:ULC, 1 DEA[ 45.897 377.410 22.948 1 -24.261 22.948 3 8:ULC, 1 DEA[ 45.897 1.2E+3 22.948 1 9:ULC, 1 DEA[ 45.897 991.148 22.948 1 10:ULC, 1 DEP 45.897 375.840 22.948 1 -25.832 22.948 3 11:ULC, 1 DEA 45.897 378.981 22.948 1 -22.691 22.948 3 12:ULC, 1 DEP 45.897 415.680 22.948 1 13:ULC, 1 DEP 45.897 339.140 22.948 1 -62.532 22.948 3 14:ULC, 1 DEP 45.897 378.981 22.948 1 -22.691 22.948 3 15:ULC, 1 DEP 45.897 375.840 22.948 1 -25.832 22.948 3 16:ULC, 1 DEP 45.897 339.140 22.948 1 -62.532 22.948 3 17:ULC, 1 DEP 45.897 415.680 22.948 1 18:ULC, 1 DEP 45.897 989.970 22.948 1 19:ULC, 1 DEP 45.897 992.326 22.948 1 20:ULC, 1 DEP 45.897 1.02E+3 22.948 1 21:ULC, 1 DEP 45.897 962.445 22.948 1 22:ULC, 1 DEP 45.897 992.326 22.948 1 23:ULC, 1 DEP 45.897 989.970 22.948 1 24:ULC, 1 DEP 45.897 962.445 22.948 1 25:ULC, 1 DEP 45.897 1.02E+3 22.948 1 26:ULC, 0.6 DE 45.897 226.446 22.948 1 -14.557 22.948 3 27:ULC, 0.6 DE 45.897 224.876 22.948 1 -16.127 22.948 3 28:ULC, 0.6 DE 45.897 228.017 22.948 1 -12.986 22.948 3 29:ULC, 0.6 DE 45.897 264.716 22.948 1 30:ULC, 0.6 DE 45.897 188.176 22.948 1 -52.827 22.948 3 31:ULC, 0.6 DE 45.897 228.017 22.948 1 -12.986 22.948 3 32:ULC, 0.6 DE 45.897 224.876 22.948 1 -16.127 22.948 3 33:ULC, 0.6 DE 45.897 188.176 22.948 1 -52.827 22.948 3 34:ULC, 0.6 DE 45.897 264.716 22.948 1 50 1:+X 45.897 2.956 0.000 1 2:-X 45.897 -2.956 0.000 1 3:+Z 45.897 -69.991 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 46 of 129 53 Job No 47 Rev nm Job Title Shasta Palletizer Platform Ref By meFalletizer.S0 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens ooum L/C . Length (m) Stress (Psi) d (i») Come, Stress (psi) d (i») Corner 4:-Z 45.897 08.881 0.000 1 5:DEADUOAD 45.897 238.478 22,948 1 '108194 22.848 3 0i|VELOxD 45897 86.214 0.000 1 TVLC.1DEAL 45.087 238.478 22.948 1 '163]94 22.948 3 e:uuo.IoEAc *o,aor 334o92 22.9*8 1 -66.980 22�948 3 8:ULC.1DEA[ 45,897 310.638 22.948 1 f1.033 e2�948 3 10:ULC,1 DE4 45.897 240.540 22.848 1 '161124 22.948 3 11:UUC,1DEA 45�887 230.409 22948 1 -165.203 22.948 3 12:UUC,1 PEA 45.887 188.485 22.848 1 '212187 22.948 3 13:ULC.1 DEA 45097 287.471 22.948 1 '114200 22.948 3 14]JLC 1 DEA 45.087 286.409 22.948 1 -105.263 22.948 3 15:1.11-C.1 VEA 45�897 240.548 23.948 1 '151124 2lV4U 3 16:ULC 1 DEA 45�897 287,471 22948 1 -114,200 22.948 3 17:ULC 1oEA 45.897 189.485 22a48 1 a12.1e7 22.948 a 18:UUC,1DEA 45.887 512.180 22.948 1 -89.481 22.948 3 19:UuC.1 osA 4U97 309.086 22.848 1 -92.585 22A48 3 20:ULC,1 DEp 45.887 273.893 22.948 1 '127J78 22948 3 21:ULC.1DEA 45.897 347.383 22.948 1 -54.288 22.948 3 22:ULC,1DEA 45.887 309.086 22.948 1 -92.585 22,948 3 23:VLC, 1 DE^ 45,897 312.190 22.348 1 -89A81 22,348 3 24:ULC 1DEA 45.887 34r303 2z948 1 -54208 2Z948 3 25:ULC.1 DEA 4i897 273883 22948 1 '127J78 22.948 3 20:UuC.0.6D[ 45.087 143.087 22.948 1 '97.918 22.948 3 27:ULC.0.8D[ 45�897 145.150 22.848 1 '95.847 22.948 3 28:ULC.0.0D[ 45.897 141.017 22.948 1 -99.886 22.948 3 29:ULC.0.0D[ 45�897 94.093 22�948 1 '146.809 22.948 3 30:ULC.8.8of 45�1397 18Z080 22.940 1 48.823 22.948 3 31:ULC.0ODE 45.897 14U17 22.348 1 '89.886 22.940 3 � 3zuu:.0.6DE 45.e97 145.156 2Z940 1 f5.847 22.9*8 5 33:ULC.0.5D[ 45.897 182.080 22.948 1 -48.823 22�848 o 34:ULC.0.8DE 45.897 94.095 22.948 1 1o��8O9 22�V48 3 51 1:+X 30270 '2.658 0.000 1 2:'x 36�70 2.659 0.00 1 3:+Z 30.e70 49.034 0.000 2 -49.034 0.000 1 4�'Z 30270 49,034 0.000 1 49.034 0�000 2 5:DEADLO4D 36.270 84.858 U00 1 '9*.058 U80 2 6:uvEL[m0 36.270 nVVV 0.000 1 '0�000 0.000 2 7:ULC.1 DE4c 36270 94.658 0.080 \ -94.058 0.000 - 2 8:ULC.1 osxc 30278 84.058 0.000 1 -94.658 8.000 2 8:uLC.1 osA[ 30�270 84.058 0.000 1 '84.658 0�000 2 10:ULC.1 oEA 30.270 92J97 0.000 1 '96.518 0.000 2 11:1.11-C.1OEA 38z70 90.519 0.000 1 '92.797 U00 2 12:ULC.1 ns^ 3*.270 00.334 0.000 1 '60.334 VOOV u _ 13:ULC.1DEA 36.270 128,902 0.000 1 '128.982 0,000 z Print Time/Date: 03109/2019 12:43 STAAD.PmmV(SELECTseries 6)20,0711.82 Print Run 47 of 129 54 Software licensed to Intetligrated Job No A-18-1408 Sheet No 48 Rev Part Job Tide Shasta Palletizer Platform Re By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 14:ULC, 1 DEP 36.270 96.519 0.000 1 -92.797 0.000 2 15:ULC, 1 DEP 36.270 92.797 0.000 1 -96.519 0.000 2 16:ULC, 1 DEA 36.270 128.982 0.000 1 -128.982 0.000 2 17:ULC, 1 DEP 36.270 60,334 0.000 1 -60,334 0,000 2 18:ULC, 1 DEA 36.270 93.262 0.000 1 -96.054 0.000 2 19:ULC, 1 DEP 36.270 96.054 0.000 1 -93.262 0.000 2 20:ULC, 1 DEA 36.270 68.915 0.000 1 -68.915 0.000 2 21:ULC, 1 DEP 36.270 120.401 0.000 1 -120.401 0.000 2 22:ULC, 1 DEA 36.270 96.054 0.000 1 -93.262 0.000 2 23:ULC, 1 DEP 36.270 93.262 0.000 1 -96.054 0.000 2 24:ULC, 1 DEA 36.270 120.401 0.000 1 -120.401 0.000 2 25:ULC, 1 DEP 36.270 68.915 0.000 1 1 -68.915 0.000 2 26:ULC, 0.6 DE 36.270 56.795 0.000 1 -56.795 0.000 2 27:ULC, 0.6 DE 36.270 54.934 0.000 1 -58.656 0.000 2 28:ULC, 0.6 DE 36.270 58.656 0.000 1 -54,934 0.000 2 29:ULC, 0.6 DE 36.270 22.471 0.000 1 -22.471 0.000 2 30:ULC, 0.6 DE 36.270 91.119 0.000 1 -91.119 0.000 2 31:ULC, 0.6 DE 36.270 58.656 0.000 1 -54.934 0.000 2 32:ULC, 0.6 DE 36,270 54.934 0.000 1 -58.656 0.000 2 33:ULC, 0.6 DE 36.270 91.119 0.000 1 -91.119 0.000 2 34:ULC, 0.6 DE 36.270 22.471 0.000 1 -22.471 0.000 2 52 1:+X 66.980 220.766 66.980 3 -223.032 66.980 2:-X 66.980 223.032 66.980 1 -220.766 66.980 3:+Z 66.980 77.112 0.000 1 -77.244 0.000 2 4:-Z 66.980 77.244 0.000 2 -77.112 0.000 1 5:DEAD LOAD 66.980 103.021 0.000 1 -102.519 0.000 2 6:LIVE LOAD 66.980 185.462 0.000 1 -184.947 0.000 2 7:ULC, 1 DEAL 66.980 103.021 0.000 1 -102.519 0.000 2 8:ULC, 1 DEAL 66.980 282.147 0.000 1 -281.130 0.000 2 9:ULC, 1 DEAL 66.980 235.782 0.000 1 -234.894 0.000 2 10:ULC, 1 DEP 66.980 226.037 66.980 4 -227.122 66.980 2 11:ULC, 1 DEA 66.980 231.943 66.980 1 -229.855 66.980 3 12:ULC, 1 DEP 66.980 151.205 0.000 1 -150.796 0.000 2 13:ULC, 1 DEA 66.980 123.537 66.980 1 -122.943 66.980 2 14:ULC, 1 DEA 66.980 231.943 66.980 1 -229.855 66.980 3 15:ULC, 1 DEP 66.980 226.037 66.980 4 -227.122 66.980 2 16:ULC, 1 DEP 66.980 123.537 66.980 1 -122.943 66.980 2 17:ULC, 1 DEP 66.980 151.205 0.000 1 -150.796 0,000 2 18:ULC, 1 DEP 66.980 312.458 0.000 1 -312.760 0.000 2 19:ULC, 1 DEP 66.980 308.899 0.000 1 -306.821 0.000 2 20:ULC, 1 DEA 66.980 276.266 0.000 1 -275.447 0.000 2 21:ULC, 1 DEA 66.980 197.845 0.000 1 -196.887 0.000 2 22:ULC, 1 DEP 66.980 308.899 0.000 1 -306.821 0.000 2 23:ULC, 1 DEP 66.980 312.458 0.000 1 -312.760 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 48 of 129 55 are licensed to Intelligrated Job No A-18-14089 ...Sheet No 49 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 24:ULC, 1 DEA 66.980 197.845 0.000 1 -196.887 0.000 2 25:ULC, 1 DEA 66.980 276.266 0.000 1 -275.447 0.000 26:ULC, 0.6 DE 66.980 61.812 0.000 1 -61.511 0.000 2 27:ULC, 0.6 DE 66.980 196.832 66.980 4 -198.118 66.980 2 28:ULC, 0.6 DE 66.980 201.615 66.980 1 -199.728 66.980 29:ULC, 0.6 DE 66.980 111.990 0.000 1 -111,781 0.000 2 30:ULC, 0.6 DE 66.980 93.209 66.980 1 -92.815 66.980 2 31:ULC, 0.6 DE 66.980 201.615 66.980 1 -199.728 66.980 32:ULC, 0.6 DE 66.980 196.832 66.980 4 -198.118 66.980 2 33:ULC, 0.6 DE 66.980 93.209 66.980 1 -92.815 66.980 2 34:ULC, 0.6 DE 66.980 111.990 0.000 1 -111.781 0.000 2 53 1:+X 28.020 129.626 28.020 3 -122.576 28.020 1 2:-X 28.020 122.576 28.020 1 -129.626 28.020 3:+Z 28.020 285.796 0.000 1 -284,371 0.000 2 4:-Z 28.020 284.371 0.000 2 -285.796 0.000 5:DEAD LOAD 28.020 91.471 28.020 1 -92.589 28.020 6:LIVE LOAD 28.020 458.844 0.000 1 -456.983 0.000 7:ULC, 1 DEA[ 28.020 91.471 28.020 1 -92.589 28.020 8:ULC, 1 DEA[ 28.020 487.347 0.000 1 -486.604 0.000 2 9:ULC, 1 DEA[ 28.020 373.314 0.000 1 -373.036 0.000 2 10:ULC, 1 DEP 28.020 161.161 28.020 4 -157.343 28.020 2 11:ULC, 1 DEA 28.020 174.939 28.020 1 -180.992 28.020 12:ULC, 1 DEP 28.020 227.655 0,000 1 -227.775 0.000 2 13:ULC, 1 DEP 28.020 173.377 0.000 2 -175.492 0.000 14:ULC, 1 DEA 28.020 174.939 28.020 1 -180,992 28.020 15:ULC, 1 DEP 28.020 161.161 28.020 4 -157.343 28.020 2 16:ULC, 1 DEP 28.020 173.377 0.000 2 -175.492 0.000 17:ULC, 1 DEP 28.020 227.655 0.000 1 -227.775 0.000 2 18:ULC, 1 DEP 28.020 395.486 0.000 1 -391.507 0.000 2 19:ULC, 1 DEA 28.020 387.900 0.000 1 -391.323 0.000 2 20:ULC, 1 DEP 28.020 520.645 0.000 1 -519.618 0.000 2 21:ULC, 1 DEP 28,020 225.983 0.000 1 -226.453 0.000 2 22:ULC, 1 DEP 28.020 387.900 0.000 1 -391.323 0.000 2 23:ULC, 1 DEA 28.020 395.486 0.000 1 -391.507 0.000 2 24:ULC, 1 DEA 28.020 225.983 0.000 1 -226.453 0.000 2 25:ULC, 1 DEP 28.020 520,645 0.000 1 -519.618 0.000 2 26:ULC, 0.6 DE 28.020 54.883 28.020 1 -55.553 28.020 27:ULC, 0.6 DE 28.020 132.992 28,020 4 -128.727 28.020 2 28:ULC, 0.6 DE 28.020 138.350 28.020 1 -143.956 28.020 29:ULC, 0.6 DE 28.020 215.169 0.000 1 -214.842 0.000 2 30:ULC, 0.6 DE 28.020 183.650 0.000 2 -185.318 0.000 1 31:ULC, 0.6 DE 28.020 138.350 28.020 1 -143.956 28.020 32:ULC, 0.6 DE 28.020 132.992 28.020 4 -128.727 28.020 2 33:ULC, 0.6 DE 28.020 183.650 0,000 2 -185.318 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 49 of 129 56 Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 50 Rev Job Tide Shasta Palletizer Platform Ref By MRL Datc23-Aug-19 Chd SRT Client File Palletizer.STD Datemrne 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 28.020 215.169 0.000 1 -214.842 0.000 2 54 1:+X 16.000 136.625 0.000 1 -136.539 0.000 2:-X 16.000 136.539 0,000 3 -136.625 0.000 1 3:+Z 16.000 288.166 16,000 1 -287.083 16.000 2 4:-Z 16.000 287.083 16.000 2 -288.166 16.000 5:DEAD LOAD 16.000 68.731 0.000 1 -69.416 0.000 2 6:LIVE LOAD 16.000 459.113 16.000 1 -457.421 16.000 2 7:ULC, 1 DEA[ 16.000 68.731 0.000 1 -69.416 0.000 2 8:ULC, 1 DEAL 16.000 483.270 16.000 1 -482.263 16.000 2 9:ULC, 1 DEAL 16.000 369.169 16.000 1 -368.585 16.000 2 10:ULC, 1 DEP 16.000 125.794 0.000 1 -126.419 0.000 3 11:ULC, 1 DEA 16.000 159,402 0.000 3 -160.147 0.000 12:ULC, 1 DEP 16,000 224.967 16.000 1 -224.894 16.000 2 13:ULC, 1 DEP 16.000 180.054 16.000 3 -181.497 16.000 14:ULC, 1 DEP 16.000 159.402 0.000 3 -160.147 0.000 1 15:ULC, 1 DEP 16.000 125.794 0.000 1 -126.419 0.000 3 16:ULC, 1 DEP 16.000 180.054 16.000 3 -181.497 16.000 17:ULC, 1 DEP 16.000 224.967 16.000 1 -224.894 16.000 2 18:ULC, 1 DEP 16.000 389.353 16.000 1 -388.723 16.000 3 19:ULC, 1 DEA 16.000 385.744 16.000 4 -385.205 16.000 2 20:ULC, 1 DEP 16.000 517.744 16.000 1 -516.592 16.000 2 21:ULC, 1 DEP 16.000 222.813 0.000 1 -222.798 0.000 2 22:ULC, 1 DEP 16.000 385.744 16.000 4 -385.205 16.000 2 23:ULC, 1 DEP 16.000 389.353 16.000 1 -388.723 16.000 24:ULC, 1 DEP 16.000 222.813 0.000 1 -222.798 0.000 2 25:ULC, 1 DEP 16.000 517.744 16.000 1 -516.592 16.000 2 26:ULC, 0.6 DE 16.000 41.239 0.000 1 -41.650 0.000 2 27:ULC, 0.6 DE 16.000 113.731 0.000 1 -114.082 0.000 28:ULC, 0.6 DE 16.000 131.909 0.000 3 -132.380 0.000 29:ULC, 0.6 DE 16.000 214.220 16.000 1 -213.873 16.000 2 30:ULC, 0.6 DE 16.000 188.416 16.000 3 -189.585 16.000 1 31:ULC, 0.6 DE 16.000 131.909 0.000 3 -1 2.380 0.000 32:ULC, 0.6 DE 16.000 113.731 0.000 1 -114.082 0.000 3 33:ULC, 0.6 DE 16.000 188.416 16.000 3 -189.585 16.000 1 34:ULC, 0.6 DE 16.000 214.220 16.000 1 -213.873 16.000 2 55 1:+X 5.750 146.716 5.750 4 -126.701 5.750 2 2:-X 5.750 126.701 5.750 2 -146.716 5.750 4 3:+Z 5.750 163.870 0.000 1 -160.595 0.000 2 4:-Z 5.750 160.595 0.000 2 -163.870 0.000 1 5:DEAD LOAD 5.750 38.513 5.750 4 -41.630 5.750 2 6:LIVE LOAD 5.750 317.131 5.750 4 -313.816 5.750 2 7:ULC, 1 DEAL 5.750 38.513 5.750 4 -41.630 5.750 2 8:ULC, 1 DEAL 5.750 355.644 5.750 4 -355.445 5.750 2 9:ULC, 1 DEA[ 5.750 276.362 ., 5.750 4 -276.992 5.750 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 50 of 129 57 Job No A-18-14089 Sheet No 51 Rev re licensed to Intelligrated Part Job Tlile Shasta Palletizer Platform Ret By MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 10:ULC, 1 DEA 5.750 141.214 5.750 4 -130.320 5.750 2 11:ULC, 1 DEA 5.750 120.271 5.750 1 -137.398 5.750 3 12:ULC, 1 DEP 5.750 151.754 5.750 4 -152.578 5.750 2 13:ULC, 1 DEP 5.750 97.305 0.000 2 -102.714 0.000 14:ULC, 1 DEA 5.750 120,271 5.750 1 -137.398 5,750 15:ULC, 1 DEA 5.750 141.214 5.750 4 -130.320 5.750 2 16:ULC, 1 DEA 5.750 97,305 0.000 2 -102.714 0.000 17:ULC, 1 DEP 5.750 151.754 5.750 4 -152.578 5.750 2 18:ULC, 1 DEP 5.750 353.387 5.750 4 -343.509 5.750 2 19:ULC, 1 DEA 5.750 333.054 5.750 1 -344.191 5.750 3 20:ULC, 1 DEP 5.750 361.292 5.750 4 -360.203 5.750 2 21:ULC, 1 DEP 5.750 191.431 5.750 4 -193.780 5.750 2 22:ULC, 1 DEP 5.750 333.054 5.750 1 -344.191 5.750 23:ULC, 1 DEA 5.750 353.387 5.750 4 -343.509 5.750 2 24:ULC, 1 DEP 5.750 191.431 5.750 4 -193.780 5.750 2 25:ULC, 1 DEA 5.750 361.292 5.750 4 -360.203 5.750 2 26:ULC, 0.6 DE 5.750 23.108 5.750 4 -24.978 5.750 2 27:ULC, 0.6 DE 5.750 125.809 5.750 4 -113.668 5.750 2 28:ULC, 0.6 DE 5.750 105.981 5.750 1 -121.861 5.750 29:ULC, 0.6 DE 5.750 136.349 5.750 4 -135.926 5.750 2 30:ULC, 0.6 DE 5.750 103.350 0.000 2 -107.512 0.000 31:ULC, 0.6 DE 5.750 105.981 5.750 1 -121.861 5.750 32:ULC, 0,6 DE 5.750 125.809 5.750 4 -113,668 5.750 2 33:ULC, 0.6 DE 5.750 103.350 0.000 2 -107.512 0.000 34:ULC, 0.6 DE 5.750 136,349 5.750 4 -135.926 5.750 2 i 56 1:+X 24.380 109,857 24.380 3 -94.761 24.380. 1 2:-X 24.380 94.761 24.380 1 -109.857 24.380 3:+Z 24.380 166.950 24.380 4 -164.010 24.380 2 4:-Z 24.380 164.010 24.380 2 -166.950 24.380 4 5:DEAD LOAD 24.380 42.731 0.000 2 -45.457 0.000 1 6:LIVE LOAD 24.380 314.175 24.380 4 -311.112 24.380 2 7:ULC, 1 DEAL 24.380 42.731 0.000 2 -45.457 0.000 1 8:ULC, 1 DEAL 24.380 322.215 24.380 1 -321.880 24.380 2 9:ULC, 1 DEAE. 24.380 243.672 24.380 1 -244.101 24.380 2 10:ULC, 1 DEP 24.380 84.941 24.380 4 -77.100 24.380 2 11:ULC, 1 DEA 24.380 77.289 24.380 1 -90.582 24.380 12:ULC, 1 DEP 24.380 125.980 24.380 1 -126,648 24.380 2 13:ULC, 1 DEA 24.380 131.782 4.063 2 -136.566 4.063 4 14:ULC, 1 DEP 24.380 77.289 24.380 1 -90,582 24.380 15:ULC, 1 DEA 24.380 84.941 24.380 4 -77.100 24.380 2 16:ULC, 1 DEP 24.380 131.782 4.063 2 -136.566 4.063 4 17:ULC, 1 DEP 24.380 125.980 24.380 1 -126.648 24.380 2 18:ULC, 1 DEA 24.380 301.347 24.380 4 -293.851 24.380 2 19:ULC, 1 DEP 24.380 290.950 24.380 1 -299.305 24.380 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 51 of 129 58 Job No Sheet No Rev A-18-14089 52 ottware nsed to Intelligrated Part Job Title Shasta Palletizer Platform Ref BY MRL Dat23-Aug-19 Chd sR-1- Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 20:ULC, 1 DEP 24.380 331.321 24.380 1 -330.207 24.380 2 21:ULC, 1 DEP 24.380 159.488 24.380 1 -161.462 24.380 2 22:ULC, 1 DEP 24.380 290.950 24.380 1 -299.305 24.380 3 23:ULC, 1 DEA 24.380 301.347 24.380 4 -293.851 24.380 2 24:ULC, 1 DEP 24.380 159.488 24.380 1 -161.462 24.380 2 25:ULC, 1 DEP 24.380 331.321 24.380 1 -330.207 24.380 2 26:ULC, 0.6 DE 24.380 25.639 0.000 2 -27.274 0.000 1 27:ULC, 0.6 DE 24.380 81.725 24.380 4 -72.793 24.380 2 28:ULC, 0.6 DE 24.380 71.691 24.380 1 -83.894 24.380 3 29:ULC, 0.6 DE 24.380 121.690 24.380 1 -121.268 24.380 2 30:ULC, 0.6 DE 24.380 117.362 10.158 2 -121.056 10.158 4 31:ULC, 0.6 DE 24.380 71.691 24.380 1 -83.894 24.380 32:ULC, 0.6 DE 24.380 81.725 24.380 4 -72.793 24,380 2 33:ULC, 0.6 DE 24.380 117.362 10.158 2 -121.056 10.158 4 34:ULC, 0.6 DE 24.380 121.690 24.380 1 -121.268 24.380 2 57 1:+X 19.870 163.200 0.000 1 -155.092 0.000 3 2:-X 19.870 155.092 0.000 3 -163.200 0.000 1 3:+Z 19.870 131.926 19.870 4 -129.376 19.870 2 4:-Z 19.870 129.376 19.870 2 -131.926 19.870 4 5:DEAD LOAD 19.870 48.847 14.902 2 -51.161 14.902 4 6:LIVE LOAD 19.870 243.465 19.870 1 -240.809 19.870 2 7:ULC, 1 DEAC 19.870 48.847 14.902 2 -51.161 14.902 4 8:ULC, 1 DEAC 19.870 206.613 19.870 1 -206.271 19.870 3 9:ULC, 1 DEAC 19.870 147.239 19.870 1 -147.561 19.870 3 10:ULC, 1 DEP 19.870 146.129 0.000 1 -142.768 0.000 3 11:ULC, 1 DEA 19.870 130.990 0.000 3 -138.979 0.000 12:ULC, 1 DEP 19.870 51.328 19.870 1 -51.857 19.870 13:ULC, 1 DEP 19,870 137,880 19.870 2 -141.979 19.870 4 14:ULC, 1 DEP 19.870 130.990 0.000 3 -138.979 0.000 15:ULC, 1 DEP 19.870 146.129 0.000 1 -142.768 0.000 16:ULC, 1 DEP 19.870 137.880 19.870 2 -141.979 19.870 4 17:ULC, 1 DEP 19.870 51.328 19.870 1 -51.857 19.870 3 18:ULC, 1 DEP 19.870 172.388 19.870 1 -168.454 19.870 3 19:ULC, 1 DEP 19.870 152.487 19.870 4 -157.066 19.870 2 20:ULC, 1 DEP 19.870 208,897 19.870 1 -207,880 19.870 2 21:ULC, 1 DEP 19.870 85.581 19.870 1 -87.242 19.870 22:ULC, 1 DEP 19.870 152.487 19.870 4 -157.066 19.870 2 23:ULC, 1 DEP 19.870 172.388 19.870 1 -168.454 19.870 3 24:ULC, 1 DEP 19.870 85.581 19.870 1 -87.242 19.870 25:ULC, 1 DEP 19.870 208.897 19.870 1 -207.880 19.870 2 26:ULC. 0.6 DE 19.870 29.308 14.902 2 -30.697 14.902 4 27:ULC, 0.6 DE 19.870 133.277 0.000 1 -128.990 0.000 28:ULC, 0.6 DE 19.870 122.020 0.000 3 -129,084 0.000 29:ULC, 0.6 DE 19.870 63.681 19.870 1 -63.284 19.870 2 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 52 of 129 59 Software licensed to Intelligrated Job No A-18-14089 Sheet No 53 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 30:ULC, 0.6 DE 19.870 118.953 19.870 2 -122.127 19.870 4 31:ULC, 0.6 DE 19.870 122.020 0.000 3 -129.084 0.000 1 32:ULC, 0.6 DE 19.870 133.277 0.000 1 -128.990 0.000 3 33:ULC, 0.6 DE 19.870 118.953 19.870 2 -122.127 19.870 4 34:ULC, 0.6 DE 19.870 63.681 19.870 1 -63.284 19.870 2 58 1:+X 27.000 106.588 27.000 3 -83.713 27.000 1 2:-X 27.000 83.713 27.000 1 -106.588 27.000 3 3:+Z 27.000 239.517 0.000 1 -238.857 0.000 2 4:-Z 27.000 238.857 0.000 2 -239.517 0.000 5:DEAD LOAD 27.000 167.092 0.000 2 -166.551 0.000 1 6:LIVE LOAD 27.000 241.215 0.000 1 -238.579 0.000 2 7:ULC, 1 DEAL 27.000 167.092 0.000 2 -166.551 0.000 1 8:ULC, 1 DEA[ 27.000 107.251 27.000 4 -104.075 27.000 2 9:ULC, 1 DEAC 27.000 69.678 27.000 4 -67.160 27.000 10:ULC, 1 DEP 27.000 204.053 0.000 2 -187.499 0.000 1 11:ULC, 1 DEA 27.000 200.474 0.000 2 -215.945 0.000 1 12:ULC, 1 DEP 27.000 15.917 27.000 4 -14.913 27.000 2 13:ULC, 1 DEP 27.000 334.292 0.000 2 -334.213 0.000 1 14:ULC, 1 DEP 27.000 200.474 0.000 2 -215.945 0.000 15:ULC, 1 DEP 27.000 204.053 0.000 2 -187.499 0.000 1 16:ULC, 1 DEP 27.000 334.292 0.000 2 -334.213 0.000 1 17:ULC, 1 DEP 27.000 15.917 27.000 4 -14.913 27.000 2 18:ULC, 1 DEP 27.000 125.243 27.000 4 -110.715 27.000 19:ULC, 1 DEP 27.000 99.952 27.000 1 -109.444 27.000 3 20:ULC, 1 DEP 27.000 140.107 0.000 1 -137.242 0.000 2 21:ULC, 1 DEP 27.000 113.557 0.000 2 -111.386 0.000 1 22:ULC, 1 DEP 27.000 99.952 27.000 1 -109.444 27.000 23:ULC, 1 DEP 27.000 125.243 27.000 4 -110.715 27.000 2 24:ULC, 1 DEP 27.000 113.557 0.000 2 -111.386 0.000 1 25:ULC, 1 DEP 27.000 140.107 0.000 1 -137.242 0.000 2 26:ULC, 0.6 DE 27.000 100.255 0.000 2 -99.930 0.000 1 27:ULC, 0.6 DE 27.000 139.116 0.000 2 -122.779 0.000 28:ULC, 0.6 DE 27.000 133.637 0.000 2 -149.325 0.000 29:ULC, 0.6 DE 27.000 67.731 0.000 1 -66.944 0.000 2 30:ULC, 0.6 DE 27.000 267.455 0.000 2 -267.592 0.000 1 31:ULC, 0.6 DE 27.000 133.637 0.000 2 -149.325 0.000 1 32:ULC, 0.6 DE 27.000 139.116 0.000 2 -122.779 0.000 1 33:ULC, 0.6 DE 27.000 267.455 0.000 2 -267.592 0.000 34:ULC, 0.6 DE 27.000 67.731 0.000 1 -66.944 0.000 2 59 1:+X 94.380 142.341 0.000 1 -137.761 0.000 3 2:-X 94.380 137.761 0.000 3 -142.341 0.000 1 3:+Z 94.380 246.320 94.380 1 -246.305 94.380 2 4:-Z 94.380 246.305 94.380 2 -246.320 94.380 1 5:DEAD LOAD 94.380 272.069 0.000 1 -270.950 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 53 of 129 60 Software licensed to Intelligrated Job No A-18-14089 Sheet No 54 Rev Part Job Title Shasta Palletizer Platform Ref BY MRL Dat623.Aug_19 Chd SRT Client Fite Palletizer.STD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 6:LIVE LOAD 94.380 250.144 94.380 1 -248.382 94.380 2 7:ULC, 1 DEAC 94.380 272.069 0.000 1 -270.950 0.000 2 8:ULC, 1 DEA[ 94.380 140.691 0.000 1 -137.810 0.000 2 9:ULC, 1 DEA[ 94.380 171.819 0.000 1 -169.379 0.000 2 10:ULC, 1 DEP 94.380 350.091 0.000 1 -345.766 0.000 2 11:ULC, 1 DEA 94.380 299.620 0.000 1 -301.707 0.000 12:ULC, 1 DEP 94.380 140.518 0.000 1 -139.389 0.000 2 13:ULC, 1 DEP 94.380 403.620 0.000 1 -402.511 0.000 2 14:ULC, 1 DEP 94.380 299.620 0.000 1 -301.707 0.000 2 15:ULC, 1 DEP 94.380 350.091 0.000 1 -345.766 0.000 2 16:ULC, 1 DEP 94.380 403.620 0.000 1 -402.511 0.000 2 17:ULC, 1 DEP 94.380 140.518 0.000 1 -139.389 0.000 2 18:ULC, 1 DEP 94.380 242.860 0.000 1 -238.015 0.000 2 19:ULC, 1 DEP 94.380 192.482 0.000 1 -192.446 0.000 2 20:ULC, 1 DEP 94.380 144.443 94.380 1 -141.995 94.380 2 21:ULC, 1 DEP 94.380 270.482 0.000 1 -268.049 0.000 2 22:ULC, 1 DEP 94.380 192.482 0.000 1 -192.446 0.000 2 23:ULC, 1 DEP 94.380 242.860 0.000 1 -238.015 0.000 2 24:ULC, 1 DEP 94.380 270.482 0.000 1 -268.049 0.000 2 25:ULC, 1 DEP 94.380 144.443 94.380 1 -141.995 94.380 2 26:ULC, 0.6 DE 94.380 163.241 0.000 1 -162.570 0.000 2 27:ULC, 0.6 DE 94.380 249.910 0.000 1 -246.033 0.000 2 28:ULC, 0.6 DE 94.380 190.792 0.000 1 -193.327 0.000 2 29:ULC, 0.6 DE 94.380 68.934 94.380 1 -68.252 94.380 2 30:ULC, 0.6 DE 94.380 294.792 0.000 1 -294.131 0.000 2 31:ULC, 0.6 DE 94.380 190.792 0.000 1 -193.327 0.000 2 32:ULC, 0.6 DE 94.380 249.910 0.000 1 -246.033 0.000 2 33:ULC, 0.6 DE 94.380 294.792 0.000 1 -294.131 0.000 2 34:ULC, 0.6 DE 94.380 68.934 94.380 1 -68.252 94.380 2 60 1:+X 14.250 227.134 14.250 4 -216.402 14.250 2 2:-X 14.250 216.402 14.250 2 -227.134 14.250 4 3:+Z 14.250 159.955 14.250 3 -156.623 14.250 1 4:-Z 14.250 156.623 14.250 1 -159.955 14.250 3 5:DEAD LOAD 14.250 294.227 0.000 1 -297.109 0.000 2 6:LIVE LOAD 14.250 82.123 14.250 2 -78.558 14.250 7:ULC, 1 DEA[ 14.250 294.227 0.000 1 -297.109 0.000 2 8:ULC, 1 DEA[ 14.250 241.165 0.000 1 -240.481 0.000 2 9:ULC, 1 DEAL 14.250 250.875 0.000 1 -251.083 0.000 2 10:ULC, 1 DEP 14.250 378.143 14.250 4 -373.512 14.250 2 11:ULC, 1 DEA 14.250 324.585 14.250 1 -334.980 14.250 3 12:ULC, 1 DEP 14.250 192.546 0.000 1 -193.096 0.000 2 13:ULC, 1 DEP 14.250 395.907 0.000 1 -401.122 0.000 2 14:ULC, 1 DEP 14.250 324.585 14.250 1 -334.980 14.250 3 15:ULC, 1 DEP 14.250 378.143 14.250 4 -373.512 14.250 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 54 of 129 61 Software licensed mmmm»mteo No 55 mm Part Title Shasta Palletizer Platform By IVIRL »aIE23-Aug-18 Cho SRT File Pal|odzor.STD Da emme 03-Sep-201812:41 Beam Combined Axial and Bend^nq Stresses Summary Cont... MauComp Max Tens ovan` LIc Length (in) Stress (psi) u (in) Corner Stress (psi) u V»> Corner 10:ULC, 1 DEP 14.250 395.907 0.080 1 401122 0.000 2 17:VLC, 1 DEA 14250 192.546 0.080 1 '193.096 0000 2 18:ULC.1 DEP 14250 321,800 UOO 1 '316.379 0.000 2 18:ULC.1DEA 14.250 248844 0.000 1 -254.486 0.000 2 uuuuc. 1 osp 1*.250 18*.992 0.000 1 -183.450 0.000 2 21:ULC, 1 DEA 1U50 327135 V�VOO 1 -329�092 0.000 a 22:UUC.1 DEA 14.250 248.844 0�000 1 -254486 0.000 2 23:ULC, 1 DEA 14250 321,806 0�000 1 '316.379 0.000 2 24:ULC.1 DEP 14.250 327135 0.000 1 -329092 0.000 2 25:UUG, 1 DEA 14250 184�992 0.000 1 '185450 U00 2 ^ 26:ULC,0.6D[ 14.250 170,530 0.000 1 '178265 0.000 2 27:ULC'0.0D[ 14.250 290,483 14250 4 -284.700 14.250 2 28:ULC'8.0D[ 14250 224.815 1U50 1 -234.057 14.250 D 29:uLC, 0.0oe 14,250 7r585 0.080 1 -76e8e 000n z 30:ULC.0.0D[ 14250 278.217 0�000 1 -282.270 0.000 2 31:ULC, 0.0D[ 14.250 224�0115 14.250 1 '234,057 14.250 x 32:ULC.O.0DIE 14250 290.483 14.250 4 -284.700 14.250 2 33:VLC.O�6D[ 14250 270.217 0�008 1 -282278 0.000 2 34:ULC,0.6D[ 14.250 77.585 UOO 1 -70.982 0.080 2 61 1:+X 42.270 237.577 VVUO 1 '235758 0.000 3 2:-x 42270 235.758 0,000 3 -237577 0,000 1 3:+Z 42.e70 174�234 0.000 2 '171.782 U�OUV 1 4:-z 42270 171J82 0,008 1 -17*234 0.000 2 5oEADLOAD 42.270 286.332 42270 1 -288.385 *u.arO D 011vELOAD *2270 /66.753 UOO 2 '164z75 0.000 1 7:ULC, 1 DEAE 42.270 286.332 42.270 1 -288395 4220 3 8:UuC, 1 DEAL 42.270 244.40* 42270 1 -244.050 42.270 2 9:ULC.1DEA[ 42.270 251,376 42270 1 '251.581 42270 z 10:ULC.1 osp 42.270 357.904 42z70 4 '358.695 42270 2 11:ULC.1 os* 42270! 357.683 0.000 1 -361.020 O�OoO 2~ 12:ULC'I Ds* 42270 190.640 42270 1 '190.988 42270 o 13:ULC.1DEA 42.270 382.023 42270 1 -385805 42.270 J 14:ULC. 1 osA 42.270 357.683 0.000 1 -361.020 0o00 2 15:UuC.1DEA 42.270 35T90* 42.270 * '358.695 42�270 2 16:ULC, I DEA *2270 :82.023 42,270 1 -385.803 42.270 3 ITULC.1 osP 42.270 190.640 4z270 1 '190.888 42.270 2 18:VLC. 1 oeP 42.270 320547 42270 4 `319.787 42.270 2 19:ULC, 1 DEP 42270 20Z882 0�000 3 -264.022 0.000 1 20:ULC.1 DEP 42.270 189.984 42270 1 '188.902 42.270 2 21:ULC.1 DGu 42270 323144 42270 1 `324.837 42.270 z 22:VLC.1 oEP 42270 262862 0�000 3 -264.022 0.000 1 23:ULC, 1 DEA 42270 520�547 42.270 4 '319J97 42270 2 24:ULC.1DEP 42.270 323,144 42,270 1 `324.637 42270 2 25:ULC.1DEP 42.270 189�984 42270 1 '108.902 42.e70 2 Print Time/Date: 03109/2019 12:43 Print Run 55 of 129 82 Software licensed to Intelligrated Job No 56 mm m^ JobritleShasta pelletizerPlatform Re v IVIRL oa"28+ug19 «ent nleRg|aUzecSTD �� Combined � Axial � �� �~ �� Cont...~°��00 ~~����=U��= ��U�. ��= =��=U��� �������� ~°�00����� `=��."~ Max Comp Max Tens Beam L/C Length (i») Stress (psi) d (in) Cpmo, Suess (Psi) d (in) Corner 26:VLC.0.8DL 42.278 171.798 42270 1 '173.037 42.270 3 27:VUC,0.6DE 42.270 270324 0.000 1 -270288 0.000 3 28:ULC.0.0D[ 42.270 275.077 0.000 3 -278188 0.000 1 29:ULC,0.6 DE 42.270 0.837 42.270 1 -78359 42.270 2 30:ULC.0.6D[ 42.270 207.491 42270 1 -270.445 42270 3 31:ULC,0,6DE 42.270 275677 0,000 3 -278.189 0.000 1 32:ULC.0.0D[ 42.270 270.324 0.000 1 -270.288 0.000 3 33:ULC.0.6DE 42.270 267.49 42270 1 -270445 42270 3 34:ULC.0.6[E 42.270 78.837 42.270 1 78.359 42.270 2 62 1:+X 30.480 35.023 0.000 2 -24.927 0.000 1 2:-X 80.480 24.927 0.000 1 -35.023 0.000 2 3:+Z 30480 167.849 30.480 2 '167.820 30.480 4 4:-Z 30.480 167.820 30.480 4 -167.849 30.480 2 5:DEADLoAD 30480 215150 30.480 4 '218,273 30.480 2 6:L[VELOAD 30.400 152.845 30.480 3 '148.292 30.480 1 TULC.1 DEA[ 30.480 215.150 30.480 4 '213273 30.480 2 8:ULC.1 DEA[ 30.480 189890 30.480 4 '184.460 30.480 2 8:ULC.1 DEA[ 30,480 180.205 30.480 4 '181,663 30.480 2 10:u/C.1 oE^ 30480 232.158 30.4e0 4 -223.214 30480 2 11:ULC.1 DEA 80.480 188.142 30.480 4 '203.332 30.480 2 12:ULC.1OEP 30.480 37.676 30.480 4 -95778 30.480 2 13:ULC.1 OEP 30.480 332.624 30.480 4 -330J67 30480 2 14:u|C.1 DEP 30.480 188.142 30.480 4 '203.332 30.480 2 15:ULC.1 DE4 30.480 232.158 30.480 4 -223214 30480 2 10:ULC.1 DEP 30.480 332.62* 30.480 4 '33076/ 30.400 2 ITULO.1DEP 30.488 97.670 30.480 * -85778 30.480 2 18:VLC.1 DEP 30480 208,961 30.480 4 '198.118 30.480 2 18:ULC.1 oEP 30.480 183.*49 30.480 4 '184.e07 30.480 u 20:ULC.1 DEp 30.480 108.099 30.480 4 '103.542 30,480 2 21:ULC.1 os^ 30.480 284.311 30.480 4 -279J84 30.480 2 22:VLC.1DEP 80480 183.449 30.480 4 -184.207 30480 2 23:ULC.1 DEP 88.480 208.801 30.480 4 '199.118 30.480 2 24:ULC.1 mEA 30.480 284.311 30.480 * '279.784 30.480 2 25:1-11-C.1 DEA 30.480 108.099 30480 4 -103.542 30.400 2 26:VL:.0.6O[ 30.480 129.090 30480 4 -127.904 30480 2 27:ULC.0.0O[ 30.400 140.098 30.480 4 '137.804 30.480 z 2e:uLC.0.0DE 30.480 112.082 30.480 4 '118.823 30.480 z 29:ULC.0.8DF 30480 23.803 20.320 3 -22750 20320 1 30:ULC.0.6op 30.480 216.56* ao.^oU 4 -245.458 30.480 u 31:ULC.0.0D[ 30.480 112.082 30.480 4 '118.023 30.480 2 32:ULC.0.0DE 30.480 146.098 30.480 4 '137.904 30.480 2 33:ULC.0.6OE 30.480 246.564 30.480 4 -245458 30.480 2 34:VLC.0.6o[ 30.480 23.903 20.320 3 '22.756 20.320 1 Print Run 56 of 129 63 Software licensed to Intelligrated ob No A-18-14089 eet No 57 Rev Part ob -nue Shasta Palletizer Platform Re By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Daternme 03-Sep-2019 2:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 6.900 0.507 0.000 1 3:+Z 6.900 1.775 0.000 2 -1.774 0.000 4:-Z 6.900 1.774 0.000 1 -1.775 0.000 2 5:DEAD LOAD 6.900 3.425 0.000 1 -3.427 0.000 2 6:LIVE LOAD 6.900 0.000 0.000 1 -0.000 0.000 7:ULC, 1 DEA[ 6.900 3.425 0.000 1 -3.427 0.000 8:ULC, 1 DEM 6.900 3.425 0.000 1 -3.427 0.000 9:ULC, 1 DEA[ 6,900 3.425 0.000 1 -3.427 0.000 10:ULC, 1 DEP 6.900 3.070 0.000 1 -3,780 0.000 11:ULC, 1 DEA 6.900 3.780 0.000 1 -3.074 0.000 12:ULC, 1 DEP 6.900 2.183 0.000 1 -2.185 0.000 2 13:ULC, 1 DEP 6.900 4.667 0.000 1 -4.670 0.000 2 14:ULC, 1 DEP 6.900 3,780 0.000 1 -3.074 0.000 2 15:ULC, 1 DEP 6.900 3.070 0.000 1 -3.780 0.000 2 16:ULC, 1 DEP 6.900 4.667 0.000 1 -4.670 0.000 2 17:ULC, 1 DEP 6,900 2.183 0.000 1 -2.185 0.000 2 18:ULC, 1 DEP 6.900 3.159 0.000 1 -3.692 0.000 2 19:ULC, 1 DEP 6.900 3.691 0.000 1 -3.162 0.000 20:ULC, 1 DEP 6.900 2.493 0.000 1 -2.495 0.000 2 21:ULC, 1 DEP 6.900 4.356 0.000 1 -4.359 0.000 2 22:ULC, 1 DEP 6.900 3.691 0.000 1 -3.162 0.000 23:ULC, 1 DEP 6.900 3.159 0.000 1 -3.692 0.000 24:ULC, 1 DEP 6.900 4.356 0.000 1 -4.359 0.000 2 25:ULC, 1 DEP 6.900 2.493 0.000 1 -2.495 0.000 2 26:ULC, 0.6 DE 6.900 2.055 0.000 1 -2.056 0,000 27:ULC, 0.6 DE 6.900 1.700 0.000 1 -2.410 0.000 2 28:ULC, 0.6 DE 6.900 2.410 0.000 1 -1.703 0.000 2 29:ULC, 0.6 DE 6.900 0.813 0.000 1 -0.814 0.000 30:ULC, 0.6 DE 6.900 3.297 0.000 1 -3.299 0.000 2 31:ULC, 0.6 DE 6.900 2.410 0.000 1 -1.703 0.000 32:ULC, 0.6 DE 6.900 1.700 0.000 1 -2.410 0.000 33:ULC, 0.6 DE 6.900 3.297 0.000 1 -3.299 0.000 34:ULC, 0.6 DE 6.900 0.813 0.000 1 -0.814 0,000 2 64 1:+X 29.370 14.253 0.000 2 -25.446 0.000 2:-X 29.370 25.446 0.000 1 -14.253 0.000 3:+Z 29.370 180.681 0.000 2 -183.551 0.000 1 4:-Z 29.370 183.551 0.000 1 -180.681 0.000 2 5:DEAD LOAD 29.370 237.481 0.000 3 -232.949 0.000 6:LIVE LOAD 29.370 683.105 0.000 3 -672.550 0.000 7:ULC, 1 DEA[ 29.370 237.481 0.000 3 -232.949 0.000 8:ULC, 1 DEA[ 29.370 751.887 0.000 3 -736.800 0.000 9:ULC, 1 DEA[ 29.370 581.111 0.000 3 -568.662 0.000 10:ULC, 1 DEP 29.370 219.669 0.000 3 -222.972 0.000 11:ULC, 1 DEA 29.370 255.294 0.000 3 -242.926 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 57 of 129 64 Software licensed to Intelligrated Job No A-18-14089 Sheet No Rev 58 Part Job Title Shasta Palletizer Platform Re By MRL Date23_Aug_19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEP 29.370 195.259 0.000 3 -192.736 0.000 1 13:ULC, 1 DEP 29.370 300.728 0.000 1 -294.186 0.000 2 14:ULC, 1 DEA 29.370 255.294 0.000 3 -242.926 0.000 15:ULC, 1 DEP 29.370 219.669 0.000 3 -222.972 0.000 1 16:ULC, 1 DEP 29.370 300.728 0.000 1 -294.186 0.000 2 17:ULC, 1 DEP 29.370 195.259 0.000 3 -192.736 0.000 1 18:ULC, 1 DEP 29.370 586.522 0.000 3 -579.950 0.000 1 19:ULC, 1 DEP 29.370 575.700 0.000 3 -557.374 0.000 1 20:ULC, 1 DEP 29.370 675.969 0.000 3 -665.027 0.000 1 21:ULC, 1 DEP 29.370 546.771 0.000 3 -532.815 0.000 1 22:ULC, 1 DEP 29.370 575.700 0.000 3 -557.374 0.000 1 23:ULC, 1 DEP 29.370 586.522 0.000 3 -579.950 0.000 1 24:ULC, 1 DEP 29.370 546.771 0.000 3 -532.815 0.000 25:ULC, 1 DEP 29.370 675.969 0.000 3 -665.027 0.000 1 26:ULC, 0.6 DE 29.370 142.489 0.000 3 -139.769 0.000 1 27:ULC, 0.6 DE 29.370 124.676 0.000 3 -129.792 0.000 1 28:ULC, 0.6 DE 29.370 160.301 0.000 3 -149.746 0.000 1 29:ULC, 0.6 DE 29.370 167.746 0.000 3 -167.036 0.000 1 30:ULC, 0.6 DE 29.370 205.735 0.000 1 -201.006 0.000 2 31:ULC, 0.6 DE 29.370 160.301 0.000 3 -149.746 0.000 1 32:ULC, 0.6 DE 29.370 124.676 0.000 3 -129.792 0.000 1 33:ULC, 0.6 DE 29.370 205.735 0.000 1 -201.006 0.000 2 34:ULC, 0.6 DE 29.370 167.746 0.000 3 -167.036 0.000 1 65 1:+X 66.980 203.234 66.980 3 -222.829 66.980 1 2:-X 66.980 222.829 66.980 1 -203.234 66.980 3 3:+Z 66.980 302.390 0.000 2 -295.412 0.000 1 4:-Z 66.980 295.412 0.000 1 -302.390 0.000 2 5:DEAD LOAD 66.980 184.103 0.000 1 -190.114 0.000 2 6:LIVE LOAD 66.980 678.953 66.980 3 -662.373 66.980 1 7:ULC, 1 DEA[ 66.980 184.103 0.000 1 -190.114 0.000 2 8:ULC, 1 DEM 66.980 669.665 66.980 3 -659.096 66.980 1 9:ULC, 1 DEA[ 66.980 499.927 66.980 3 -493.502 66.980 10:ULC, 1 DEP 66.980 236.091 66.980 4 -255.819 66.980 2 11:ULC, 1 DEA 66.980 279.731 0.000 3 -272.024 0.000 1 12:ULC, 1 DEP 66.980 148.394 66.980 3 -149.520 66.980 1 13:ULC, 1 DEP 66.980 390.892 0.000 1 -401.787 0.000 2 14:ULC, 1 DEP 66.980 279.731 0.000 3 -272.024 0.000 1 15:ULC, 1 DEP 66.980 236.091 66.980 4 -255.819 66.980 2 16:ULC, 1 DEP 66.980 390.892 0.000 1 -401.787 0.000 2 17:ULC, 1 DEA 66.980 148.394 66.980 3 -149.520 66.980 1 18:ULC, 1 DEP 66.980 606.625 66.980 3 -610.488 66.980 19:ULC, 1 DEP 66.980 393.229 66.980 3 -376.517 66.980 1 20:ULC, 1 DEP 66.980 611.963 66.980 3 -601.875 66.980 1 21:ULC, 1 DEP 66.980 403.404 66.980 3 -400.643 66.980 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 58 of 129 65 are licensed to Intelligrated Job No A-18-14089 Sheet No 59 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Datc23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEP 66.980 393.229 66.980 3 -376.517 66.980 1 23:ULC, 1 DEP 66.980 606.625 66.980 3 -610.488 66.980 24:ULC, 1 DEP 66.980 403.404 66.980 3 -400.643 66.980 25:ULC, 1 DEP 66,980 611.963 66.980 3 -601.875 66.980 1 26:ULC, 0.6 DE 66.980 110.462 0.000 1 -114,068 0.000 27:ULC, 0.6 DE 66.980 190.338 66.980 4 -207.661 66.980 28:ULC, 0.6 DE 66.980 206.089 0.000 3 -195.979 0.000 29:ULC, 0.6 DE 66.980 143.809 66.980 3 -142.531 66.980 30:ULC, 0.6 DE 66.980 317.251 0,000 1 -325,741 0.000 2 31:ULC, 0.6 DE 66.980 206.089 0.000 3 -195.979 0.000 32:ULC, 0.6 DE 66.980 190.338 66.980 4 -207.661 66.980 2 33:ULC, 0.6 DE 66,980 317.251 0.000 1 -325.741 0.000 2 34:ULC, 0.6 DE 66.980 143.809 66.980 3 -142.531 66.980 1 66 1:+X 2.770 111.317. 2.770 4 -127.483 2.770 2:-X 2.770 127.483 2.770 2 -111.317 2.770 4 3:+Z 2.770 229.112 2.770 3 -211.020 2.770 1 4:-Z 2.770 211.020 2.770 1 -229.112 2.770 5:DEAD LOAD 2.770 148.442 0.000 1 -162.730 0.000 2 6:LIVE LOAD 2.770 140.523 2.770 3 -110.462 2.770 7:ULC, 1 DEAE 2.770 148.442 0.000 1 -162.730 0.000 2 8:ULC, 1 DEAL 2.770 190,529 0.000 1 -174.756 0.000 2 9:ULC, 1 DEAE 2.770 166.284 0.000 1 -158.027 0.000 2 10:ULC, 1 DEP 2.770 161.782 0.000 1 -187.386 0.000 2 11:ULC, 1 DEA 2.770 217.952 0.000 1 -220.924 0.000 2 12:ULC, 1 DEP 2.770 21.405 2.770 2 -23.029 2.770 4 13:ULC, 1 DEP 2.770 282.410 2.770 1 -309.363 2.770 14:ULC, 1 DEP 2.770 217.952 0.000 1 -220.924 0.000 15:ULC, 1 DEP 2.770 161.782 0.000 1 -187.386 0.000 16:ULC, 1 DEP 2.770 282.410 2.770 1 -309.363 2.770 17:ULC, 1 DEP 2.770 21.405 2.770 2 -23.029 2.770 4 18:ULC, 1 DEP 2.770 217.457 0.000 1 -217.687 0.000 2 19:ULC, 1 DEP 2.770 216.080 0.000 1 -199,335 0.000 2 20:ULC, 1 DEP 2.770 94,075 0.000 1 -76.319 0.000 2 21:ULC, 1 DEP 2.770 264,233 0,000 1 -265,473 0.000 2 22:ULC, 1 DEP 2.770 216.080 0.000 1 -199.335 0.000 2 23:ULC, 1 DEP 2.770 217.457 0.000 1 -217.687 0.000 2 24:ULC, 1 DEP 2.770 264.233 0.000 1 -265.473 0.000 2 25:ULC, 1 DEA 2.770 94.075 0.000 1 -76.319 0.000 26:ULC, 0.6 DE 2.770 89.065 0.000 1 -97.638 0.000 2 27:ULC, 0.6 DE 2.770 126.474 2.770 4 -146.363 2.770 2 28:ULC, 0.6 DE 2.770 161.270 2.770 1 -158.527 2.770 29:ULC, 0.6 DE 2.770 70.988 2.770 3 -66,897 2.770 30:ULC, 0.6 DE 2.770 228.532 2.770 1 -249.769 2.770 31:ULC, 0.6 DE 2.770 161.270 2.770 1 -158.527 2.770 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 59 of 129 66 Software licensed to lntelligrated Job No A-18-14089 Sheet No 60 Rev Pa ob Title Shasta Palletizer Platform Re BY MRL Date2 -Aug-19 Chd sR-r. Client File Palletizer.STD Date 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 2.770 126.474 2.770 4 -146.363 2.770 2 33:ULC, 0.6 DE 2.770 228.532 2.770 1 -249.769 2.770 3 34:ULC, 0.6 DE 2.770 70.988 2.770 3 -66.897 2.770 67 1:+X 2.000 101.549 2.000 3 -116.804 2.000 2:-X 2.000 116.804 2.000 1 -101.549 2.000 3:+Z 2,000 192.285 2.000 3 -177.368 2.000 1 4:-Z 2.000 177.368 2.000 1 -192.285 2.000 3 5:DEAD LOAD 2.000 149.755 2.000 1 -165.508 2,000 3 6:LIVE LOAD 2.000 127.740 2.000 4 -109.916 2,000 2 7:ULC, 1 DEAL 2.000 149.755 2.000 1 -165.508 2.000 3 8:ULC, 1 DEA[ 2.000 222.669 2.000 4 -220.598 2.000 2 9:ULC, 1 DEA[ 2.000 190.734 2.000 1 -193.119 2.000 2 10:ULC, 1 DEP 2.000 150.906 2.000 4 -177,337 2.000 2 11:ULC, 1 DEA 2.000 231.517 2.000 1 -236.592 2.000 3 12:ULC, 1 DEA 2.000 25,597 2.000 1 -30.908 2.000 13:ULC, 1 DEP 2.000 273.912 2.000 1 -300.107 2.000 3 14:ULC, 1 DEA 2.000 231,517 2.000 1 -236.592 2.000 15:ULC, 1 DEA 2.000 150.906 2.000 4 -177.337 2.000 2 16:ULC, 1 DEP 2.000 273.912 2.000 1 -300.107 2.000 17:ULC, 1 DEA 2.000 25.597 2.000 1 -30.908 2.000 18:ULC, 1 DEP 2.000 232.717 2.000 4 -243.110 2.000 2 19:ULC, 1 DEP 2.000 249.226 2.000 1 -243.602 2.000 3 20:ULC, 1 DEP 2.000 125.747 2.000 4 -120.300 2.000 2 21:ULC, 1 DEP 2.000 281.022 2.000 1 -291.238 2.000 3 22:ULC, 1 DEA 2.000 249.226 2.000 1 -243.602 2.000 23:ULC, 1 DEA 2.000 232.717 2.000 4 -243.110 2.000 2 24:ULC, 1 DEP 2.000 281.022 2.000 1 -291.238 2,000 25:ULC, 1 DEP 2.000 125.747 2.000 4 -120.300 2.000 2 26:ULC, 0.6 DE 2.000 89.853 2.000 1 -99.305 2.000 27:ULC, 0.6 DE 2.000 112.935 2.000 4 -133.064 2.000 2 28:ULC, 0.6 DE 2.000 171.615 2.000 1 -170.389 2.000 3 29:ULC, 0.6 DE 2.000 39.352 0.000 2 -38.362 0.000 1 30:ULC, 0.6 DE 2.000 214.010 2.000 1 -233.904 2.000 3 31:ULC, 0.6 DE 2.000 171.615 2.000 1 -170.389 2.000 3 32:ULC, 0.6 DE 2.000 112.935 2.000 4 -133.064 2.000 2 33:ULC, 0.6 DE 2.000 214.010 2.000 1 -233.904 2,000 34:ULC, 0.6 DE 2.000 39.352 0.000 2 -38.362 0.000 1 68 1:+X 23.250 116.606 23.250 3 -136.420 23.250 1 2:-X 23.250 136.420 23.250 1 -116.606 23.250 3 3:+Z 23.250 308.484 0.000 2 -296.016 0.000 1 4:-Z 23,250 296.016 0.000 1 -308.484 0.000 2 5:DEAD LOAD 23.250 136.646 23.250 1 -153.385 23.250 6:LIVE LOAD 23,250 304.425 0.000 2 -294.280 0.000 1 7:ULC, 1 DEAL 23.250 136.646 23.250 1 -153.385 23.250 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 60 of 129 67 Software licensed to Intelligrateid ob No A-18-14089 h et No 61 Rev Part Jet, Tillie Shasta Palletize': Platform Ref Y MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 8:ULC, 1 DEA[ 23.250 231.715 0.000 2 -238.309 0.000 1 9:ULC, 1 DEAL 23.250 174.978 23.250 1 -184.108 23.250 2 10:ULC, 1 DEP 23,250 109.418 23.250 4 -140.026 23.250 2 11:ULC, 1 DEA 23.250 232,140 23.250 1 -235.010 23.250 12:ULC, 1 DEA 23.250 143.229 0,000 2 -151.240 0.000 1 13:ULC, 1 DEA 23.250 263.181 0.000 1 -288,649 0.000 2 14:ULC, 1 DEA 23.250 232.140 23.250 1 -235.010 23.250 15:ULC, 1 DEA 23,250 109.418 23.250 4 -140.026 23.250 2 16:ULC, 1 DEP 23.250 263.181 0.000 1 -288,649 0.000 2 17:ULC, 1 DEP 23.250 143.229 0.000 2 -151.240 0.000 18:ULC, 1 DEP 23.250 185.532 0.000 2 -205.065 0.000 19:ULC, 1 DEP 23.250 246.598 23.250 1 -245.326 23.250 20:ULC, 1 DEP 23.250 317,563 0,000 2 -320.147 0.000 1 21:ULC, 1 DEA 23.250 259.064 23.250 1 -274.740 23.250 22:ULC, 1 DEP 23.250 246.598 23.250 1 -245.326 23.250 3 23:ULC, 1 DEP 23.250 185.532 0.000 2 -205.065 0.000 1 24:ULC, 1 DEP 23.250 259.064 23.250 1 -274.740 23.250 25:ULC, 1 DEA 23.250 317.563 0.000 2 -320.147 0.000 26:ULC, 0.6 DE 23.250 81.988 23.250 1 -92.031 ' 23.250 27:ULC, 0.6 DE 23.250 76.590 23.250 4 -100.503 23.250 2 26:ULC, 0.6 DE 23.250 177,482 23.250 1 -173.656 23.250 29:ULC, 0.6 DE 23.250 172.313 0.000 2 -173.629 0.000 30:ULC, 0.6 DE 23.250 240.793 0.000 1 -259.565 0.000 2 31:ULC, 0.6 DE 23,250 177.482 23.250 1 -173.656 23.250 32:ULC, 0.6 DE 23.250 76.590 23.250 4 -100.503 23.250 2 33:ULC, 0.6 DE 23.250 240.793 0.000 1 -259.565 0.000 2 34:ULC, 0.6 DE 23.250 172.313 0.000 2 -173.629 0.000 ' 1 69 1:+X 16.000 123.254 0.000 1 -154.273 0.000 2:-X 16,000 154.273 0.000 3 -123.254 0.000 3:+Z 16.000 303.889 16.000 2 -291.078 16,000 4 4:-Z 16.000 291.078 16.000 4 -303.889 16.000 2 5:DEAD LOAD 16.000 106.087 0.000 1 -123.258 0.000 6:LIVE LOAD 16.000 301.272 16.000 2 -290.959 16.000 4 7:ULC, 1 DEA[ 16.000 106.087 0.000 1 -123.258 0.000 2 8:ULC, 1 DEA[ 16.000 233.013 16.000 2 -239.871 16.000 4 9:ULC, 1 DEAE 16.000 157.695 16.000 2 -167.132 16.000 4 10:ULC, 1 DEA 16.000 64.425 0.000 1 -103.309 0.000 2 11:ULC, 1 DEA 16,000 214.078 0.000 3 -209.536 0.000 1 12:ULC, 1 DEP 16.000 144.464 16.000 2 -152.667 16.000 4 13:ULC, 1 DEP 16.000 265.779 0,000 1 -291.917 0.000 2 14:ULC, 1 DEP 16.000 214,078 0.000 3 -209.536 0.000 15:ULC, 1 DEP 16.000 64.425 0.000 1 -103.309 0.000 2 16:ULC, 1 DEP 16.000 265.779 0.000 1 -291.917 0.000 2 17:ULC, 1 DEP 16.000 144.464 16.000 2 -152.667 16.000 4 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 61 of 129 68 Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 62 Rev Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 18:ULC, 1 DEP 16.000 184.777 16.000 2 -210.498 16.000 4 19:ULC, 1 DEP 16.000 211.816 0.000 3 -204.967 0.000 1 20:ULC, 1 DEP 16.000 317.237 16,000 2 -319,948 16.000 4 21:ULC, 1 DEP 16.000 135.000 0.000 3 -151.162 0.000 22:ULC, 1 DEP 16.000 211.816 0.000 3 -204.967 0.000 23:ULC, 1 DEP 16.000 184.777 16.000 2 -210.498 16.000 4 24:ULC, 1 DEP 16.000 135,000 0.000 3 -151.162 0.000 1 25:ULC, 1 DEP 16.000 317.237 16.000 2 -319.948 16.000 4 26:ULC, 0,6 DE 16.000 63,652 0.000 1 -73.955 0.000 2 27:ULC, 0.6 DE 16.000 63.209 0.000 1 -95.224 0.000 3 28:ULC, 0,6 DE 16.000 171.643 0.000 3 -160.233 0.000 1 29:ULC, 0.6 DE 16.000 171.767 16.000 2 -173.102 16.000 4 30:ULC, 0.6 DE 16.000 234,407 16.000 4 -253.677 16,000 2 31:ULC, 0.6 DE 16.000 171.643 0.000 3 -160.233 0.000 1 32:ULC, 0.6 DE 16.000 63.209 0.000 1 -95.224 0.000 33:ULC, 0.6 DE 16.000 234.407 16.000 4 -253.677 16.000 2 34:ULC, 0,6 DE 16.000 171.767 16.000 2 -173.102 16.000 4 70 1:+X 5.750 130.615 5.750 3 -145.377 5.750 1 2:-X 5.750 145.377 5.750 1 -130.615 5.750 3:+Z 5,750 260.391 5.750 3 -237.256 5.750 4:-Z 5.750 237.256 5.750 1 -260.391 5.750 5:DEAD LOAD 5.750 54.862 5.750 1 -79.503 5.750 3 6:LIVE LOAD 5.750 349.098 5.750 3 -325.636 5.750 1 7:ULC, 1 DEAC 5.750 54.862 5.750 1 -79.503 5.750 3 8:ULC, 1 DEAL 5.750 269.594 5.750 3 -270.774 5.750 1 9:ULC, 1 DEM 5,750 182.320 5.750 3 -189.365 5.750 1 10:ULC, 1 DEP 5.750 80.472 5.750 4 -115.447 5.750 2 11:ULC, 1 DEA 5.750 156.626 5,750 1 -170.934 5.750 12:ULC, 1 DEP 5.750 102.770 5.750 3 -111.217 5.750 13:ULC, 1 DEP 5.750 220.942 5.750 1 -261.777 5.750 3 14:ULC, 1 DEP 5.750 156.626 5.750 1 -170.934 5.750 15:ULC, 1 DEP 5.750 80.472 5.750 4 -115.447 5.750 2 16:ULC, 1 DEP 5.750 220.942 5.750 1 -261.777 5.750 3 17:ULC, 1 DEP 5.750 102.770 5.750 3 -111.217 5.750 18:ULC, 1 DEP 5,750 250.893 5.750 3 -265.688 5,750 1 19:ULC, 1 DEP 5.750 113.747 5.750 3 -113.042 5.750 20:ULC, 1 DEP 5.750 319.025 5.750 3 -313.925 5.750 1 21:ULC, 1 DEP 5.750 77.493 5.750 4 -96.684 5.750 2 22:ULC, 1 DEP 5.750 113.747 5.750 3 -113.042 5,750 1 23:ULC, 1 DEP 5.750 250.893 5.750 3 -265.688 5.750 1 24:ULC, 1 DEP 5.750 77.493 5.750 4 -96.684 5,750 2 25:ULC, 1 DEP 5.750 319.025 5.750 3 -313.925 5.750 26:ULC, 0.6 DE 5,750 32.917 5.750 1 -47.702 5,750 27:ULC, 0.6 DE 5.750 74.800 5.750 4 -99.919 5.750 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 62 of 129 6 Software licensed to Intelligrate b No A-18-14089 heet No 63 Rev Part Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 5.750 134.681 5.750 1 -139,133 5.750 29:ULC, 0.6 DE 5.750 134.572 5.750 3 -133.162 5.750 30:ULC, 0.6 DE 5.750 198,997 5.750 1 -229.976 5.750 31:ULC, 0.6 DE 5.750 134.681 5.750 1 -139.133 5.750 32:ULC, 0.6 DE 5.750 74.800 5.750 4 -99.919 5.750 2 33:ULC, 0.6 DE 5.750 198.997 5.750 1 -229.976 5.750 34:ULC, 0.6 DE 5.750 134,572 5.750 3 -133.162 5.750 71 1:+X 24.380 91.505 24.380 3 -115.007 24.380 1 2:-X 24.380 115.007 24.380 1 -91.505 24.380 3:+Z 24.380 187.250 24.380 3 -163.781 24.380 4:-Z 24.380 163.781 24.380 1 -187.250 24.380 5:DEAD LOAD 24,380 70,944 0,000 3 -95.976 0.000 6:LIVE LOAD 24.380 257,435 24.380 3 -233.720 24.380 1 7:ULC, 1 DEAL 24.380 70,944 0.000 3 -95.976 0.000 8:ULC, 1 DEAL 24.380 218.519 24.380 3 -219.836 24.380 9:ULC, 1 DEAL 24.380 154.160 24.380 3 -161.406 24.380 1 10:ULC, 1 DEA 24.380 34.994 24.380 4 -76.478 24.380 2 11:ULC, 1 DEA 24.380 109.951 0.000 3 -118.532 0.000 12:ULC, 1 DEA 24.380 92.160 24.380 3 -100.763 24.380 13:ULC, 1 DEP 24.380 128.530 24.380 1 -169.991 24.380 14:ULC, 1 DEP 24.380 109.951 0.000 3 -118.532 0,000 15:ULC, 1 DEA 24.380 34.994 24.380 4 -76.478 24.380 2 16:ULC, 1 DEP 24.380 128.530 24.380 1 -169.991 24.380 17:ULC, 1 DEA 24.380 92.160 24.380 3 -100.763 24.380 18:ULC, 1 DEP 24.380 202.201 24.380 3 -221.785 24.380 19:ULC, 1 DEP 24.380 162.052 0.000 3 -156.959 0.000 20:ULC, 1 DEP 24.380 252.467 24.380 3 -247.391 24.380 21:ULC, 1 DEA 24.380 127.416 0.000 3 -146.983 0.000 22:ULC, 1 DEP 24.380 162.052 0.000 3 -156.959 0.000 1 23:ULC, 1 DEP 24.380 202.201 24.380 3 -221.785 24.380 24:ULC, 1 DEP 24.380 127.416 0.000 3 -146.983 0.000 25:ULC, 1 DEP 24.380 252.467 24.380 3 -247.391 24.380 1 26:ULC, 0.6 DE 24.380 42.566 0.000 3 -57.585 0.000 27:ULC, 0.6 DE 24.380 40.704 24.380 3 -72.175 24.380 28:ULC, 0.6 DE 24.380 88.835 24.380 1 -87.403 24.380 29:ULC, 0.6 DE 24.380 107.726 24.380 3 -106,316 24.380 30:ULC, 0.6 DE 24.380 122.977 24.380 1 -154.424 24.380 31:ULC, 0.6 DE 24.380 88.835 24.380 1 -87.403 24.380 32:ULC, 0.6 DE 24.380 40.704 24.380 3 -72.175 24.380 1 33:ULC, 0.6 DE 24.380 122.977 24.380 1 -154.424 24.380 34:ULC, 0.6 DE 24.380 107.726 24.380 3 -106.316 24.380 72 1:+X 18.620 138.736 0.000 1 -174.470 0.000 2:-X 18.620 174.470 0.000 3 -138.736 0.000 3:+Z 18.620 168.247 _ 0.000 1 -144.388 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07,11.82 Print Run 63 of 129 70 Job No A-18-14089 Sheet No 64 Rev Software licensed to Intelligrated Part Job Title Shasta Palletizer Platform Ref BY MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD oaten -line 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 4:-Z 18.620 144.388 0.000 2 -168.247 0.000 5:DEAD LOAD 18.620 114.587 0.000 3 -140.031 0.000 6:LIVE LOAD 18.620 524,452 0.000 1 -500.331 0.000 2 7:ULC, 1 DEA[ 18.620 114.587 0.000 3 -140.031 0.000 8:ULC, 1 DEAE 18.620 639.039 0.000 1 -640.362 0.000 2 9:ULC, 1 DEA[ 18.620 507.926 0.000 3 -515.279 0.000 1 10:ULC, 1 DEP 18.620 32.118 18.620 3 -82,576 18.620 11:ULC, 1 DEA 18.620 233.365 0.000 3 -233.795 0.000 1 12:ULC, 1 DEA 18.620 142.614 0.000 3 -151.356 0.000 13:ULC, 1 DEP 18.620 212.308 0.000 3 -254.453 0.000 1 14:ULC, 1 DEA 18.620 233.365 0.000 3 -233.795 0.000 15:ULC, 1 DEP 18.620 32.118 18.620 3 -82.576 18.620 16:ULC, 1 DEP 18.620 212.308 0.000 3 -254.453 0.000 17:ULC, 1 DEP 18.620 142.614 0.000 3 -151.356 0.000 1 18:ULC, 1 DEP 18.620 443.705 0.000 1 -469.819 0.000 2 19:ULC, 1 DEP 18.620 572.147 0.000 3 -560.739 0.000 1 20:ULC, 1 DEP 18.620 528.946 0.000 1 -523.773 0.000 2 21:ULC, 1 DEP 18.620 486.906 0.000 3 -506.785 0.000 1 22:ULC, 1 DEP 18.620 572.147 0,000 3 -560,739 0.000 23:ULC, 1 DEP 18.620 443.705 0.000 1 -469.819 0.000 2 24:ULC, 1 DEP 18.620 486.906 0.000 3 -506,785 0.000 25:ULC, 1 DEP 18.620 528.946 0.000 1 -523.773 0.000 2 26:ULC, 0.6 DE 18.620 68.752 0.000 3 -84,018 0.000 1 27:ULC, 0.6 DE 18.620 15.107 0.000 1 -55.387 0.000 2 28:ULC, 0.6 DE 18.620 188.871 0.000 3 -179.123 0.000 1 29:ULC, 0.6 DE 18.620 96.779 0.000 1 -95.344 0.000 2 30:ULC, 0.6 DE 18,620 167.814 0.000 3 -199.781 0.000 31:ULC, 0.6 DE 18.620 188.871 0.000 3 -179.123 0.000 32:ULC, 0,6 DE 18.620 15.107 0.000 1 -55.387 0.000 33:ULC, 0.6 DE 18.620 167.814 0.000 3 -199.781 0.000 1 34:ULC, 0.6 DE 18.620 96.779 0.000 1 -95.344 0.000 2 73 1:+X 1.250 119.178 0.000 1 , -157.631 0.000 2:-X 1.250 157.631 0.000 3 -119.178 0.000 1 3:+Z 1.250 163.708 1.250 1 -139.118 1.250 4:-Z 1.250 139.118 1.250 3 -163.708 1.250 5:DEAD LOAD 1.250 124.204 0.000 3 -149.663 0.000 6:LIVE LOAD 1.250 516.830 1.250 4 -491.255 1.250 2 7:ULC, 1 DEAL 1.250 124.204 0.000 3 -149.663 0.000 8:ULC, 1 DEA[ 1.250 630.841 1.250 4 -630.724 1.250 2 9:ULC, 1 DEA[ 1.250 501.634 1.250 4 -507.911 1.250 10:ULC, 1 DEP 1.250 15.896 0.000 3 -68.272 0.000 1 11:ULC, 1 DEA 1.250 232.513 0.000 3 -231.054 0.000 1 12:ULC, 1 DEP 1.250 138.837 1.250 4 -147.082 1.250 2 13:ULC, 1 DEA 1.250 217.982 0.000 3 -260.653 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07,11.82 Print Run 64 of 129 71 oftware licensed to Intelligrated Job No A-18-14089 heet No 65 Rev Part ob Title Shasta Pal etizer Platform Ref By MRL D4123-Aug-19 Chd SRT Client File Palietizer.STD Datemme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 14:ULC, 1 DEP 1.250 232.513 0.000 3 -231,054 0.000 15:ULC, 1 DEP 1.250 15,896 0.000 3 -68.272 0.000 16:ULC, 1 DEP 1.250 217.982 0.000 3 -260.653 0.000 17:ULC, 1 DEP 1.250 138.837 1.250 4 -147.082 1.250 2 18:ULC, 1 DEP 1.250 425.659 1,250 4 -452.124 1.250 2 19:ULC, 1 DEP 1.250 577.609 1.250 4 -563.698 1.250 2 20:ULC, 1 DEP 1.250 520.253 1.250 4 -513.620 1.250 2 21:ULC, 1 DEP 1.250 483.015 1.250 4 -502.201 1.250 2 22:ULC, 1 DEP 1.250 577.609 1.250 4 -563.698 1.250 2 23:ULC, 1 DEP 1.250 425.659 1.250 4 -452.124 1.250 2 24:ULC, 1 DEP 1.250 483.015 1.250 4 -502.201 1.250 2 25:ULC, 1 DEP 1.250 520.253 1.250 4 -513.620 1.250 2 26:ULC, 0.6 DE 1,250 74.523 0.000 3 -89.798 0,000 27:ULC, 0.6 DE 1.250 -41.626 0.000 1 28:ULC, 0.6 DE 1.250 182.831 0.000 3 -171.189 0.000 1 29:ULC, 0.6 DE 1.250 93.232 1.250 4 -91.294 1.250 2 30:ULC, 0.6 DE 1.250 168.300 0.000 3 -200.788 0.000 1 31:ULC, 0.6 DE 1.250 182.831 0.000 3 -171.189 0.000 1 32:ULC, 0.6 DE 1.250 -41.626 0,000 1 33:ULC, 0.6 DE 1.250 168.300 0.000 3 -200.788 0.000 34:ULC, 0.6 DE 1.250 93.232 1.250 4 -91.294 1.250 2 74 1:+X 0.750 88.107 0.000 3 -106.044 0.000 1 2:-X 0.750 106.044 0.000 1 -88.107 0.000 3 3:+Z 0.750 161.669 0.000 1 -123.015 0.000 2 4:-Z 0.750 123.015 0.000 2 -161.669 0.000 1 5:DEAD LOAD 0.750 56.419 0.750 3 -92.689 0.750 1 6:LIVE LOAD 0.750 725.382 0.000 3 -679.635 0.000 7:ULC, 1 DEA[ 0.750 56.419 0.750 3 -92.689 0,750 8:ULC, 1 DEA[ 0.750 734.205 0.000 3 -724.728 0,000 9:ULC, 1 DEA[ 0.750 553.142 0.750 4 -555.101 0.750 2 10:ULC, 1 DEP 0.750 116.308 0.750 3 -165.134 0.750 11:ULC, 1 DEA 0.750 22.182 0.000 2 -45.895 0.000 12:ULC, 1 DEP 0.750 123.984 0.750 4 -133.195 0.750 2 13:ULC, 1 DEP 0.750 71.540 0.000 2 -134,867 0.000 1 14:ULC, 1 DEP 0.750 22.182 0.000 2 -45.895 - 0.000 15:ULC, 1 DEA 0.750 116,308 0.750 3 -165.134 0.750 16:ULC, 1 DEP 0.750 71.540 0.000 2 -134.867 0.000 17:ULC, 1 DEP 0.750 123.984 0.750 4 -133.195 0.750 2 18:ULC, 1 DEP 0.750 596.826 0.750 4 -608.203 0.750 2 19:ULC, 1 DEP 0.750 511.821 0.000 3 -504.363 0.000 1 20:ULC, 1 DEP 0.750 637.736 0.000 3 -619.402 0.000 1 21:ULC, 1 DEP 0.750 470.662 0.750 4 -492.915 0.750 2 22:ULC, 1 DEP 0.750 511.821 0.000 3 -504.363 0.000 1 23:ULC, 1 DEP 0.750 596.826 0.750 -608.203 0.750 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Pnnt Run 65 of 129 72 ftware licensed to Intelligrated Job No A-18-14089 Sheet No 66 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Ipat€23-Aug-19 chti SRT Client Fite Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 24:ULC, 1 DEP 0,750 470,662 0,750 4 -492.915 0.750 2 25:ULC, 1 DEP 0.750 637.736 0.000 3 -619,402 0.000 26:ULC, 0.6 DE 0.750 33.851 0.750 3 -55,613 0.750 27:ULC, 0.6 DE 0,750 94.007 0.000 3 -128.325 0.000 28:ULC, 0.6 DE 0.750 40.634 0.750 2 -49.839 0.750 4 29:ULC, 0.6 DE 0.750 118.462 0.000 3 -113.166 0,000 1 30:ULC, 0.6 DE 0.750 59.056 0.000 2 -107.875 0.000 31:ULC, 0.6 DE 0.750 40.634 0.750 2 -49.839 0.750 4 32:ULC, 0.6 DE 0.750 94.007 0.000 3 -128.325 0.000 1 33:ULC, 0.6 DE 0.750 59.056 0.000 2 -107.875 0.000 34:ULC, 0.6 DE 0.750 , 118.462 0.000 3 -113,166 0.000 1 75 1:+X 26.250 106.891 26.250 3 -129.497 26.250 1 2:-X 26.250 129.497 26.250 1 -106.891 26.250 3 3:+Z 26.250 175.361 0.000 1 -136.122 0.000 2 4:-Z 26.250 136.122 0.000 2 -175.361 , 0.000 5:DEAD LOAD 26.250 188.990 0.000 2 -226.215 0.000 1 6:LIVE LOAD 26.250 721.368 26.250 4 -675.393 26,250 2 7:ULC, 1 DEA[ 26.250 188.990 0.000 2 -226,215 0.000 8:ULC, 1 DEA[ 26.250 732.022 26.250 4 -723.270 26.250 2 9:ULC, 1 DEAL 26.250 551,679 26.250 4 -554.422 26.250 2 10:ULC, 1 DEP 26.250 146.375 0.000 2 -199.423 0.000 11:ULC, 1 DEA 26.250 231.606 0.000 2 -253.007 0.000 12:ULC, 1 DEP 26,250 120.980 26.250 4 -130.737 26.250 2 13:ULC, 1 DEP 26.250 284.276 0.000 2 -348.968 0.000 1 14:ULC, 1 DEP 26.250 231.606 0.000 2 -253.007 0.000 15:ULC, 1 DEP 26.250 146.375 0.000 2 -199.423 0.000 16:ULC, 1 DEP 26.250 284.276 0.000 2 -348.968 0.000 17:ULC, 1 DEP 26.250 120,980 26.250 4 -130.737 26.250 2 18:ULC, 1 DEP 26.250 580.401 26.250 4 -595.011 26.250 2 19:ULC, 1 DEP 26.250 522.958 26.250 4 -513.833 26.250 20:ULC, 1 DEP 26.250 634.424 26.250 4 -616.567 26.250 2 21:ULC, 1 DEP 26.250 468,934 26.250 4 -492.278 26.250 2 22:ULC, 1 DEP 26.250 522.958 26.250 4 -513.833 26.250 2 23:ULC, 1 DEP 26.250 580.401 26.250 4 -595.011 26.250 2 24:ULC, 1 DEP 26.250 468.934 26.250 4 -492.278 26.250 2 25:ULC, 1 DEP 26.250 634.424 26.250 4 -616.567 26.250 2 26:ULC, 0.6 DE 26.250 113.394 0.000 2 -135.729 0.000 1 27:ULC, 0.6 DE 26.250 105.301 26,250 3 -143.459 26.250 28:ULC, 0.6 DE 26.250 156,010 0.000 2 -162.521 0.000 1 29:ULC, 0.6 DE 26.250 116.718 26.250 4 -111.586 26.250 2 30:ULC, 0.6 DE 26.250 208.680 0.000 2 -258.482 0.000 31:ULC, 0.6 DE 26.250 156.010 0.000 2 -162.521 0.000 1 32:ULC, 0.6 DE 26.250 105.301 26.250 3 -143.459 26.250 1 33:ULC, 0.6 DE 26.250 208.680 0.000 2 -258.482 0.000 1 Print Tim/Dee:03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 66 of 129 7 Software licensed to Intelligrated SheetNo 67 mw n* Job Title Shasta Palletizer Platform xm By IVIRL o*c23-Aug18 mmGRT m°Rd|eUzocGTD Beam Combined Axial and Bend^nq- es Su0000ary Cont... Max Comp Max Tens Beam L/C Length (i») Stress (psi) u (in) Cvm*, Suaoa (psi) u (in) Cpmo, 34:ULC.0.8D[ 20250 116718 20.250 4 '111.580 26.250 2 75 1:+X 61750 79,018 0.000 1 426.001 0.000 2 2:-K 01J50 120,061 0.000 2 -79.018 0.000 1 3:+Z e1,750 245.705 0,000 l -205821 0,000 2 4:z 61.750 205.821 0.000 2 -245.705 0.000 1 5:DEADLOAD 61.750 281.254 30.021 o -289.050 38.021 4 0iNELOAD 61.750 490.406 25.729 1 443.617 25.729 3 TULC, 1 DEA[ 61.750 261254 30.02 2 -299.056 88.021 4 8:ULC.IDEA[ 61.750 431.000 30.875 2 422.553 30.875 4 9:UUC, 1 DEAL 81.750 387.384 30.875 o -380.059 30.875 4 10:VLC.1 DEA 61.750 225.980 36.021 2 -296713 36.021 4 11:VLC,1 DEA 61750 299.547 41.167 2 -304.419 41167 4 12:ULC 1DEA 61750 159.065 41.167 2 168.940 41167 4 13:ULC 1 oeA 61J50 nooyun 36.021 e -429.645 36.021 4 14:ULC 1 DEA 61J50 299.547 41107 2 -304.418 41107 4 15:UuC.1 DEA 61.750 225.980 30.021 2 -280J13 30.021 4 16:ULC 1 osA 01J50 363.923 38.021 2 429045 88.021 4 17:ULC.1 DEA 61.750 158.005 41167 2 '108.848 41107 4 18:ULC 1 DEA 61T58 303.284 30.875 2 -390.648 30.875 4 19:ULC.1 DEP 61.750 411.880 36.021 2 -389.847 36.021 4 20:UUC, 1 DEA 61J50 361886 15.438 1 -343.622 15.438 3 21:UuC.1 DEA 01.750 404.837 30.875 2 488.*42 30.875 4 czULC 1 DEA 61.750 411.880 30.02 2 -389847 36.021 4 23:ULC.1 oE^ 01.750 383.284 30.875 u -380.048 30.875 4 24:ULC 1 os* 91J50 484.837 30.875 2 -488.442 30.875 o 25:ULC.1DEA 01.750 301.886 15.488 1 -343.022 15.430 3 26:VLC,0.6C8 61T50 156J52 30.02 2 179434 80.021 4 27:VU:.0.6Df 61,750 121,478 36.021 2 '177.090 36.021 4 28:ULC 0.6DE 61.750 195.089 41]67 2 -184440 41.167 4 29:ULC 0.8 oe 01750 120.047 0.000 1 -120.809 0.000 u 30:UUC,0.0D[ 61.750 259.422 36.021 2 '310.022 30.021 4 31:ULC.0.0D[ 61J50 185.088 41107 2 -184.840 41107 4 32:ULC oaco 01J50 121.4/8 36.02 a -177.090 30.021 4 33:uLC.0.6DE 01.750 259.422 36.021 u '310.022 30.021 4 ��U����D[ ' O175O 120�4r ' O�V� 1 �2U�88 ��O� 2 77 ' 1:+X 2.000 50.355 2000 1 411.808 2.000 3 ' 2:-X 2,000 111,808 2.000 3 -50.355 Z000 1 a:+Z 2.000 286150 0.000 1 -227180 0.000 c 4:-z 2.000 227180 0.000 2 -200150 0.000 1 5:osAoLOAo 2.000 112.034 2.000 2 '143.095 2.000 4 &LwsLOAD 2.000 485.210 0.000 1 -349.300 0.000 2 ToL:.1 DEA[ 2.800 112.634 2.000 2 '143.085 2.000 4 8:ULC, 1 DEA[ 2.000 307048 0.000 1 -2821oa uoou 3 Print Time/Date: 03/0912019 12:43 Print Run 67 of 129 74 Software licensed to Intelligrated Job No A-18-14089 Sheet No 68 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 10:ULC, 1 DEP 2.000 109.234 2.000 2 -183.313 2.000 4 11:ULC, 1 DEA 2.000 152.250 2.000 3 -140.294 2.000 1 12:ULC, 1 DEP 2,000 88.138 0.000 1 -91.919 0.000 2 13:ULC, 1 DEP 2.000 227.697 2.000 2 -286.038 2.000 1 14:ULC, 1 DEP 2.000 152.250 2.000 3 -140.294 2.000 1 15:ULC, 1 DEP 2.000 109.234 2.000 2 -183.313 2.000 4 16:ULC, 1 DEP 2.000 227.697 2.000 2 -286.038 2.000 1 17:ULC, 1 DEP 2.000 88.138 0.000 1 -91.919 0.000 2 18:ULC, 1 DEP 2.000 228.731 0.000 1 -250.117 0.000 3 19:ULC, 1 DEP 2.000 182.760 0.000 1 -139.620 0.000 20:ULC, 1 DEP 2.000 345.474 0.000 1 -314.138 0.000 2 21:ULC, 1 DEP 2.000 247.140 2.000 2 -256.723 2.000 4 22:ULC, 1 DEP 2.000 182.760 0.000 1 -139.620 0.000 3 23:ULC, 1 DEP 2.000 228.731 0.000 1 -250.117 0.000 24:ULC, 1 DEP 2.000 247.140 2.000 2 -256.723 2.000 4 25:ULC, 1 DEP 2.000 345.474 0.000 1 -314.138 0.000 2 26:ULC, 0.6 DE 2.000 67.580 2.000 2 -86.217 2.000 4 27:ULC, 0.6 DE 2.000 64.181 2.000 2 -125,835 2.000 4 28:ULC, 0.6 DE 2.000 122.657 2.000 3 -98.276 2.000 1 29:ULC, 0.6 DE 2.000 127.405 0.000 1 -118.762 0.000 2 30:ULC, 0.6 DE 2.000 199.290 0.000 2 -245.205 0.000 31:ULC, 0.6 DE 2.000 122.657 2.000 3 -98.276 2.000 1 32:ULC, 0.6 DE 2.000 64.181 2.000 2 -125.835 2.000 4 33:ULC, 0.6 DE 2.000 199.290 0.000 2 -245.205 0.000 1 34:ULC, 0.6 DE 2.000 127.405 0.000 1 -118.762 0.000 2 78 1:+X 30.630 89.651 0.000 1 -157.027 0.000 2:-X 30.630 157.027 0.000 3 -89.651 0.000 1 3:+Z 30.630 284.989 0.000 2 -246.015 0.000 1 4:-Z 30.630 246,015 0.000 1 -284.989 0.000 2 5:DEAD LOAD 30.630 334.083 0.000 1 -358.118 0.000 2 6:LIVE LOAD 30.630 701.362 0.000 2 -629.613 0.000 1 7:ULC, 1 DEA[ 30.630 334.083 0.000 1 -358.118 0.000 2 8:ULC, 1 DEAL 30.630 657.496 0.000 3 -609.781 0.000 1 9:ULC, 1 DEA[ 30.630 482.155 0.000 3 -452.378 0.000 1 10:ULC, 1 DEP 30.630 246.499 0.000 1 -317.698 0.000 2 11:ULC, 1 DEA 30.630 421.668 0.000 3 -398.539 0.000 1 12:ULC, 1 DEP 30.630 161.873 0,000 3 -158.626 0.000 1 13:ULC, 1 DEP 30.630 506.294 0.000 1 -557.611 0.000 2 14:ULC, 1 DEA 30.630 421.668 0.000 3 -398.539 0.000 1 15:ULC, 1 DEP 30.630 246.499 0.000 1 -317.698 0.000 2 16:ULC, 1 DEP 30.630 506.294 0.000 1 -557.611 0.000 2 17:ULC, 1 DEP 30.630 161.873 0.000 3 -158.626 0.000 1 18:ULC, 1 DEP 30.630 399.716 0.000 3 -405.311 0.000 1 19:ULC, 1 DEP 30.630 564.595 0.000 3 -499.445 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6)20.07.11.82 Print Run 68 of 129 75 oftware licensed to Intelligrated Job Na A-18-14089 Pa Sheet No 69 Rev JobTitle Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 20:ULC, 1 DEA 30.630 578.833 0.000 3 -528.594 0.000 21:ULC, 1 DEP 30.630 491.535 0.000 3 -482.219 0.000 1 22:ULC, 1 DEP 30.630 564.595 0.000 3 -499.445 0.000 1 23:ULC, 1 DEP 30.630 399.716 0.000 3 -405.311 0.000 1 24:ULC, 1 DEA 30.630 491.535 0.000 3 -482.219 0.000 1 25:ULC, 1 DEP 30.630 578.833 0.000 3 -528.594 0.000 1 26:ULC, 0.6 DE 30.630 200.450 0.000 1 -214.871 0.000 2 27:ULC, 0.6 DE 30.630 112.866 0.000 1 -174.450 0.000 2 28:ULC, 0.6 DE 30.630 288.034 0.000 3 -255.292 0.000 1 29:ULC, 0.6 DE 30.630 116.019 30.630 1 -103.158 30.630 30:ULC, 0.6 DE 30.630 372.661 0.000 1 -414.364 0.000 2 31:ULC, 0.6 DE 30.630 288.034 0.000 3 -255.292 0.000 32:ULC, 0.6 DE 30.630 112.866 0.000 1 -174.450 0.000 2 33:ULC, 0.6 DE 30.630 372.661 0.000 1 -414.364 0.000 2 34:ULC, 0.6 DE 30.630 116.019 30.630 1 -103.158 30.630 3 79 1:+X 14.250 98.125 14.250 4 -157.959 14.250 2 2:-X 14.250 157.959 14.250 2 -98.125 14.250 4 3:+Z 14.250 254.636 0.000 2 -207.592 0.000 1 4:-Z 14.250 207.592 0.000 1 -254.636 0.000 2 5:DEAD LOAD 14.250 229.469 14.250 4 -259.663 14.250 6:LIVE LOAD 14.250 705.800 14.250 3 -627.025 14.250 1 7:ULC, 1 DEAC 14.250 229.469 14.250 4 -259.663 14.250 2 8:ULC, 1 DEA[ 14.250 625.410 14.250 3 -576.831 14.250 9:ULC, 1 DEAL 14.250 448.961 14.250 3 -420.074 14.250 1 10:ULC, 1 DEP 14.250 298.156 14.250 4 -370.235 14.250 2 11:ULC, 1 DEA 14.250 178.456 0.000 1 -166.767 0.000 2 12:ULC, 1 DEP 14.250 144.421 14.250 4 -141.685 14.250 2 13:ULC, 1 DEA 14.250 314.516 14.250 4 -377.642 14.250 2 14:ULC, 1 DEA 14.250 178.456 0.000 1 -166.767 0.000 2 15:ULC, 1 DEP 14.250 298.156 14.250 4 -370.235 14.250 2 16:ULC, 1 DEA 14.250 314.516 14.250 4 -377.642 14.250 2 17:ULC, 1 DEA 14.250 144.421 14.250 4 -141.685 14.250 2 18:ULC, 1 DEP 14.250 480.253 14.250 3 -482.779 14.250 19:ULC, 1 DEP 14.250 417.669 14.250 3 -357.370 14.250 1 20:ULC, 1 DEA 14.250 566.095 14.250 3 -512.511 14.250 1 21:ULC, 1 DEA 14.250 393.640 14.250 4 -389.452 14.250 2 22:ULC, 1 DEA 14.250 417.669 14.250 3 -357.370 14.250 1 23:ULC, 1 DEP 14.250 480.253 14.250 3 -482.779 14.250 1 24:ULC, 1 DEA 14.250 393.640 14.250 4 -389.452 14.250 2 25:ULC, 1 DEP 14.250 566.095 14.250 3 -512.511 14.250 1 26:ULC, 0.6 DE 14.250 137.681 14.250 4 -155.798 14.250 2 27:ULC, 0.6 DE 14.250 206.369 14.250 4 -266.369 14.250 2 28:ULC, 0.6 DE 14.250 133.213 0.000 1 -109.446 0.000 29:ULC, 0.6 DE 14.250 107.946 14.250 3 -93.132 14.250 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6)20.07.11.82 Print Run 69 of 129 76 Software licensed to Intelligrated Job No A-18-14089 Sheet No 70 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 30:ULC, 0.6 DE 14.250 222.729 14.250 4 -273.776 14.250 2 31:ULC, 0.6 DE 14.250 133.213 0.000 1 -109.446 0.000 32:ULC, 0.6 DE 14.250 206.369 14.250 4 -266.369 14.250 2 33:ULC, 0.6 DE 14.250 222.729 14.250 4 -273.776 14.250 2 34:ULC, 0.6 DE 14.250 107.946 14.250 3 -93.132 14.250 1 80 1:+X 42.270 164.686 0.000 1 -240.294 0.000 2 2:-X 42.270 240.294 0.000 2 -164.686 0.000 1 3:+Z 42.270 537.115 0.000 2 -489.190 0.000 1 4:-Z 42.270 489.190 0.000 1 -537.115 0.000 2 5:DEAD LOAD 42.270 776.683 0.000 1 -807.695 0.000 2 6:LIVE LOAD 42.270 486.055 42.270 3 -406.194 42.270 1 7:ULC, 1 DEAC 42.270 776.683 0.000 1 -807.695 0.000 2 8:ULC, 1 DEAC 42.270 951.642 0.000 1 -902.793 0.000 2 9:ULC, 1 DEAC 42.270 856.937 0.000 1 -828.053 0.000 2 10:ULC, 1 DEP 42.270 826.679 0.000 1 -910.616 0.000 11:ULC, 1 DEA 42.270 726.687 0.000 1 -704.774 0.000 2 12:ULC, 1 DEP 42.270 434.250 0.000 1 -431.715 0.000 2 13:ULC, 1 DEP 42.270 1.12E+3 0.000 1 -1.18E+3 0.000 2 14:ULC, 1 DEP 42.270 726.687 0.000 1 -704.774 0.000 2 15:ULC, 1 DEP 42.270 826.679 0.000 1 -910.616 0.000 2 16:ULC, 1 DEP 42.270 1.12E+3 0.000 1 -1.18E+3 0.000 2 17:ULC, 1 DEP 42.270 434.250 0.000 1 -431.715 0.000 2 18:ULC, 1 DEP 42.270 943.398 0.000 1 -954.208 0.000 2 19:ULC, 1 DEP 42.270 770.477 0.000 1 -701.899 0.000 2 20:ULC, 1 DEP 42.270 712.665 0.000 1 -658.621 0.000 2 21:ULC, 1 DEP 42.270 1E+3 0.000 1 -997.702 0.000 2 22:ULC, 1 DEP 42.270 770.477 0.000 1 -701.899 0.000 2 23:ULC, 1 DEP 42.270 943.398 0.000 1 -954.208 0.000 2 24:ULC, 1 DEP 42.270 1E+3 0.000 1 -997.702 0.000 2 25:ULC, 1 DEP 42.270 712.665 0.000 1 -658.621 0.000 2 26:ULC, 0.6 DE 42.270 466.010 0.000 1 -484.617 0.000 2 27:ULC, 0.6 DE 42.270 516.005 0.000 1 -587.538 0.000 2 28:ULC, 0.6 DE 42.270 416.014 0.000 1 -381.696 0.000 2 29:ULC, 0.6 DE 42.270 151.331 0.000 1 -136.391 0.000 2 30:ULC, 0.6 DE 42.270 808.443 0.000 1 -860.598 0.000 2 31:ULC, 0.6 DE 42.270 416.014 0.000 1 -381.696 0.000 2 32:ULC, 0.6 DE 42.270 516.005 0.000 1 -587.538 0.000 2 33:ULC, 0.6 DE 42.270 808.443 0.000 1 -860.598 0.000 2 34:ULC, 0.6 DE 42.270 151.331 0.000 1 -136.391 0.000 81 1:+X 0.850 447.870 0.850 4 -512.301 0.850 2 2:-X 0.850 512.301 0.850 2 -447.870 0.850 4 3:+Z 0.850 697.527 0.850 3 -631.942 0.850 1 4:-Z 0.850 631.942 0.850 1 -697.527 0.850 5:DEAD LOAD 0.850 916.187 0.000 1 -962.917 0.000 2 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 70 of 129 n re licensed to Intelligrated Job No Sheet No 71 m* , Rev Job Title Shasta Palletizer Platform Ref By MRL oa'g3f\ug-18 om8RT m"Rdletizer.ST Beam Combined Axial and Bend^nq Stresses Summary Cont... Max Comp Max Tens goom UC Length (in) au*oo (psi) d (i») Corner Stress (psi) d (i») Corner ViIVELOAD 0.850 058.018 KOOO 8 '557.676 0.000 1 TULC.1 DEAL 0.850 810187 O�UOO 1 '962.917 0.000 2 8:ULC.1DEAL 0.850 1.09E+3 0.000 1 '1,04E+3 KOVU 2 9:ULC.1DEAL 0.850 928.006 0.000 1 -900.479 0.000 2 10:ULC.1 oEA 0.850 797.537 0u00 1 -888369 0.000 2 I1:UuC.1 osA 8�850 1.03E+3 0.000 1 '1.04E+3 0,000 2 12:ULC.1 DGu 0.850 480.513 0.000 1 481.333 U00 2 13:ULC 1DEA 0.850 1.35E+3 0.000 1 '1.44E+3 0.000 2 14:UUC,1DE4 0.850 1.03E+8 0.000 1 '1�04E+3 U00 2 15ULC 1DEA 0.850 797.537 0.000 1 -803.308 0.000 2 16:1,11-C.1 DEA 0.850 1.35E+3 0.000 1 '1,44E+3 0,000 2 ITULC, 1 DsA U50 480�518 0.000 1 481.353 0�000 2 18:ULC'1DsA 0,050 116E+3 U�UOO 1 '1]7E+3 0,000 2 Ie:oLC.1osA 0.850 e05.878 uoon 1 -843.524 000n u 20:ULC 1 DEA 0�850 880103 0.000 1 -817144 0.000 2 21:ULC.1 OsA 0�850 1.14E+3 0.000 1 '115E+3 0.080 2 22:UUC,1DEA 0�850 905.878 0.000 1 -843.524 0.080 2 23:ULC.1 DsA 0.850 1.16E+3 0.800 1 '117s+3 0.000 2 241LC.1ms^ 0.850 1.14E+3 0.000 1 '1.15E+3 0,000 u 25:ULC. 1 DEy O�850 880103 0.000 1 '817144 0�008 2 20:ULC.0.6O« 0.850 549.713 0.000 1 -577J50 0,000 2 27:ULC.0.6mE 0�850 572.964 0.000 1 -648.103 0,000 u 28:ULC.0.6D[ 0.850 008.363 0.000 1 -651298 0�000 3 29:ULC.0.0D[ 0.050 188.092 0.000 1 '178.220 0,000 2 30:ULC.0.6V[ O�8e0 885.387 0.000 1 '1.00E+3 0.000 2 31:UuC.0.6DE 0�850 000,363 0.000 1 -651.298 0.000 3 32:0LC.0.6 DE O�850 572.964 0.000 1 -646.103 0�000 2 33:ULC.0.5oF 0,850 905.307 0,000 1 '1�06s+3 0,000 u 34:ULC.0.0o[ 0.850 186.092 0.000 1 '178.220 UOV 2 82 1:+X 2.000 430.386 2000 4 -484.064 2�000 2 u:'K 2.000 494.064 2.000 2 430.380 2800 4 3:+Z 2.000 093.853 2.000 D '527.724 2.000 1 4:'Z oono 627J24 2.000 1 '093.833 2.000 3 n:DEADLOxo 2,000 938.243 2.000 1 -988a43 uVOO o 5:L|VELOxD 2�800 707.117 ZUOO 4 '624.138 2.000 a 7:ULC.1 DEAL 2�000 936.2*3 2.000 1 988.843 e.000 3 8:ULC'1 Ds*c 2.000 1.16s+3 2�000 4 '1.13s+3 2.000 u 8:ULC.1DEAL 2.000 885107 2.808 4 '975272 2�800 u 10:ULC.1DsA 2�000 807.175 2.000 1 '904149 z�OVO 3 11:ULC.1 OEA 2.000 1.07s+3 Z000 1 '1.07E+3 2.000 3 12:ULC 1 os* lUOO 487.612 oUoo 1 -503735 0.000 u 13:ULC.1 DsA 2.000 1.38E+3 2.000 1 '1A7E+3 2.000 3 14:uLC.1osA z000 1u7s+3 2.000 1 '1�07s~3 z000 3 GTAAD.Pmv0(SELECTSeriee6)20,0711.82 Print Run 71 of 129 78 Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 72 Rev Job Title Shasta Palletizer Platform Ref By MRL oat€23_Aug_19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 16:ULC, 1 DEP 2.000 1.38E+3 2.000 1 -1.47E+3 2.000 17:ULC, 1 DEP 2.000 497,612 0.000 1 -503.735 0,000 2 18:ULC, 1 DEP 2.000 1.21E+3 2.000 4 -1.23E+3 2.000 2 19:ULC, 1 DEP 2.000 977.505 0.000 1 -934.239 0.000 2 20:ULC, 1 DEP 2.000 933.923 2.000 4 -889.381 2.000 2 21:ULC, 1 DEP 2.000 1,2E+3 2.000 1 -1.23E+3 2.000 22:ULC, 1 DEP 2.000 977.505 0.000 1 -934,239 0.000 2 23:ULC, 1 DEP 2.000 1.21E+3 2.000 4 -1.23E+3 2.000 2 24:ULC, 1 DEP 2.000 1.2E+3 2.000 1 -1.23E+3 2.000 25:ULC, 1 DEP 2.000 933.923 2.000 4 -889,381 2.000 2 26:ULC, 0.6 DE 2.000 561.746 2.000 1 -593.186 2.000 27:ULC, 0.6 DE 2.000 574.131 2.000 4 -650.146 2.000 28:ULC, 0.6 DE 2.000 690.815 2.000 1 -677.680 2.000 3 29:ULC, 0.6 DE 2.000 204.616 2.000 4 -189.779 2.000 2 30:ULC, 0.6 DE 2.000 1E+3 2.000 1 -1.08E+3 2.000 31:ULC, 0.6 DE 2.000 690.815 2.000 1 -677.680 2.000 3 32:ULC, 0.6 DE 2.000 574.131 2.000 4 -650.146 2.000 2 33:ULC, 0.6 DE 2.000 1E+3 2.000 1 -1.08E+3 2.000 34:ULC, 0.6 DE 2.000 204.616 2.000 4 -189.779 2.000 83 1:+X 48.897 2E+3 0.000 3 -1.78E+3 0.000 1 2:-X 48.897 1.78E+3 0.000 1 -2E+3 0.000 3:+Z 48.897 1.06E+3 48.897 1 -5.53E+3 48.897 2 4:-Z 48.897 5.53E+3 48.897 2 -1.06E+3 48.897 5:DEAD LOAD 48.897 13,1E+3 48,897 2 -8.51E+3 0.000 2 6:LIVE LOAD 48.897 15.8E+3 48.897 2 -21.2E+3 0.000 2 7:ULC, 1 DEAL 48.897 13,1E+3 48.897 2 -8.51E+3 0.000 2 8:ULC, 1 DEAL 48.897 28.9E+3 48.897 2 -29.7E+3 0.000 2 9:ULC, 1 DEAL 48.897 25E+3 48.897 2 -24.4E+3 0.000 2 10:ULC, 1 DEP 48.897 14,3E+3 48.897 2 -9.68E+3 0.000 11:ULC, 1 DEA 48.897 13.3E+3 48.897 2 -8,27E+3 0.000 2 12:ULC, 1 DEP 48.897 9.39E+3 48.897 2 -8.23E+3 0.000 2 13:ULC, 1 DEP 48.897 16.8E+3 48.897 2 -8.79E+3 0.000 2 14:ULC, 1 DEP 48.897 13.3E+3 48.897 2 -8.27E+3 0.000 2 15:ULC, 1 DEP 48.897 14.3E+3 48,897 2 -9.68E+3 0.000 16:ULC, 1 DEP 48.897 168E+3 48,897 2 -8.79E+3 0.000 2 17:ULC, 1 DEP 48.897 9.39E+3 48.897 2 -8.23E+3 0.000 2 18:ULC, 1 DEP 48.897 25.9E+3 48.897 2 -25.3E+3 0.000 2 19:ULC, 1 DEP 48.897 24.1E+3 48.897 2 -23.5E+3 0.000 2 20:ULC, 1 DEP 48.897 22.2E+3 48.897 2 -24.2E+3 0.000 2 21:ULC, 1 DEP 48.897 27.8E+3 48.897 2 -24.6E+3 0.000 2 22:ULC, 1 DEP 48.897 24.1E+3 48.897 2 -23.5E+3 0.000 2 23:ULC, 1 DEP 48.897 25.9E+3 48.897 2 -25.3E+3 0.000 2 24:ULC, 1 DEP 48.897 27.8E+3 48.897 2 -24.6E+3 0.000 2 25:ULC, 1 DEP 48.897 22,2E+3 48.897 2 -24.2E+3 0.000 2 Print Time/Date:03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 72 of 129 79 Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 73 Rev Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD DaterTime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (Psi) d (in) Corner Stress (psi) d (in) Corner 26:ULC, 0.6 DE 48.897 7.87E+3 48.897 2 -5.1E+3 0.000 2 27:ULC, 0.6 DE 48.897 9.09E+3 48.897 2 -6.28E+3 0.000 28:ULC, 0.6 DE 48.897 8.45E+3 48.897 3 -5.52E+3 0.000 2 29:ULC, 0.6 DE 48.897 4.14E+3 48.897 2 -4.82E+3 0.000 2 30:ULC, 0.6 DE 48.897 11.6E+3 48.897 2 -5.38E+3 0,000 2 31:ULC, 0.6 DE 48.897 8.45E+3 48.897 3 -5.52E+3 0.000 2 32:ULC, 0.6 DE 48.897 9.09E+3 48.897 2 -6.28E+3 0.000 33:ULC, 0.6 DE 48.897 11.6E+3 48.897 2 -5.38E+3 0.000 2 34:ULC, 0.6 DE 48.897 4,14E+3 48.897 2 -4.82E+3 0.000 2 84 1:+X 5.230 225.632 5.230 3 -245.997 5,230 2:-X 5.230 245.997 5.230 1 -225.632 5.230 3:+Z 5,230 192.258 5.230 3 -184.842 5.230 4:-Z 5.230 184,842 5.230 1 -192.258 5.230 5:DEAD LOAD 5.230 255.907 5.230 1 -264,784 5.230 3 6:LIVE LOAD 5.230 145.018 5.230 3 -137.674 5.230 7:ULC, 1 DEAE 5.230 255.907 5.230 1 -264.784 5.230 8:ULC, 1 DEAE 5.230 149.783 0.000 1 -151.316 0.000 2 9:ULC, 1 DEAL 5.230 152.652 5.230 1 -156.021 5.230 10:ULC, 1 DEA 5.230 253.925 0.000 3 -277.058 0.000 11:ULC, 1 DEA 5.230 428.105 5.230 1 -422.727 5.230 12:ULC, 1 DEA 5.230 126,518 5.230 1 -130,204 5.230 13:ULC, 1 DEA 5.230 385.297 5.230 1 -399.365 5.230 14:ULC, 1 DEA 5.230 428.105 5.230 1 -422.727 5.230 3 15:ULC, 1 DEA 5.230 253,925 0.000 3 -277.058 0.000 1 16:ULC, 1 DEP 5.230 385.297 5.230 1 -399.365 5.230 17:ULC, 1 DEP 5.230 126.518 5.230 1 -130.204 5.230 18:ULC, 1 DEA 5.230 239.558 0.000 3 -253.619 0.000 19:ULC, 1 DEA 5.230 281.800 5.230 1 -274.478 5.230 20:ULC, 1 DEP 5.230 83.778 5.230 4 -83.254 5.230 2 21:ULC, 1 DEA 5.230 249.694 5.230 1 -256.957 5.230 22:ULC, 1 DEP 5,230 281.800 5.230 1 -274.478 5.230 23:ULC, 1 DEA 5.230 239.558 0.000 3 -253.619 0.000 24:ULC, 1 DEP 5.230 249.694 5.230 1 -256.957 5.230 25:ULC, 1 DEP 5,230 83.778 5.230 4 -83.254 5.230 2 26:ULC, 0.6 DE 5.230 153.544 5.230 1 -158.871 5.230 27:ULC, 0.6 DE 5.230 203.347 0.000 3 -222.929 0.000 1 28:ULC, 0.6 DE 5.230 325.742 5.230 1 -316.813 5.230 29:ULC, 0.6 DE 5.230 47.331 5.230 4 -47.467 5.230 2 30:ULC, 0.6 DE 5.230 282.934 5.230 1 -293.451 5.230 31:ULC, 0.6 DE 5.230 325.742 5.230 1 -316.813 5.230 32:ULC, 0.6 DE 5.230 203.347 0.000 3 -222.929 0.000 33:ULC, 0.6 DE 5.230 282.934 5.230 1 -293,451 5.230 34:ULC, 0.6 DE 5.230 47.331 5.230 4 -47.467 5.230 2 85 1:+X 53.000 194.512 53.000 3 -216.361 53.000 Print Time/Date:03/09/2019 12:43 STAAD,Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 73 of 129 80 ftware licensed to Intelligrated Job No A-18-14089 Pa Rev Job Title Shasta Palletizer Platform Ref By MRL Date23-Aug-19 Chd SRT Client FHe Palletizer.STD DaleMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 53.000 216.361 53.000 1 -194.512 53.000 3:+Z 53.000 150.332 53.000 3 -142.166 53.000 4:-Z 53.000 142.166 53.000 1 -150,332 53.000 5:DEAD LOAD 53.000 113.297 53.000 1 -123.057 53.000 2 6:LIVE LOAD 53.000 77.926 53.000 3 -70.207 53.000 7:ULC, 1 DEA[ 53,000 113.297 53.000 1 -123.057 53.000 2 8:ULC, 1 DEA[ 53.000 141.949 53.000 4 -143.990 53.000 2 9:ULC, 1 DEAL 53.000 134.786 53.000 4 -138.757 53.000 2 10:ULC, 1 DEP 53.000 240.608 53.000 4 -265.663 53.000 2 11:ULC, 1 DEA 53.000 257.456 53.000 1 -251.921 53.000 12:ULC, 1 DEP 53.000 42.344 53.000 4 -46.388 53.000 2 13:ULC, 1 DEP 53.000 205.519 53.000 1 -220.995 53.000 2 14:ULC, 1 DEP 53.000 257.456 53.000 1 -251.921 53.000 15:ULC, 1 DEP 53.000 240.608 53.000 4 -265,663 53.000 2 16:ULC, 1 DEP 53.000 205.519 53.000 1 -220.995 53.000 2 17:ULC, 1 DEP 53.000 42.344 53.000 4 -46.388 53.000 2 18:ULC, 1 DEP 53,000 230.269 53.000 4 -245.711 53.000 2 19:ULC, 1 DEP 53.000 166.937 53.000 1 -159.437 53.000 20:ULC, 1 DEP 53.000 81.571 53.000 4 -81.255 53.000 2 21:ULC, 1 DEP 53.000 188.001 53.000 4 -196.259 53.000 2 22:ULC, 1 DEP 53.000 166.937 53.000 1 -159.437 53.000 23:ULC, 1 DEP 53.000 230.269 53.000 4 -245.711 53.000 2 24:ULC, 1 DEP 53.000 188.001 53.000 4 -196.259 53.000 2 25:ULC, 1 DEP 53.000 81.571 53.000 4 -81.255 53.000 2 26:ULC, 0.6 DE 53.000 67.978 53.000 1 -73.834 53.000 2 27:ULC, 0.6 DE 53.000 195.290 53.000 4 -216.440 53.000 2 28:ULC, 0.6 DE 53.000 215.054 53,000 1 -205,616 53.000 29:ULC, 0.6 DE 53.000 45.105 39.750 3 -45.245 39.750 1 30:ULC, 0.6 DE 53.000 163.118 53.000 1 -174.690 53.000 2 31:ULC, 0.6 DE 53.000 215.054 53.000 1 -205.616 53.000 32:ULC, 0.6 DE 53.000 195.290 53,000 4 -216.440 53.000 2 33:ULC, 0.6 DE 53.000 163.118 53.000 1 -174.690 53.000 2 34:ULC, 0.6 DE 53.000 45.105 39.750 3 -45.245 39.750 86 1:+X 27.750 175.484 27.750 3 -181.915 27.750 2:-X 27.750 181,915 27.750 1 -175.484 27.750 3:+Z 27.750 220.194 27.750 3 -224.758 27.750 4:-Z 27.750 224.758 27.750 1 -220.194 27.750 5:DEAD LOAD 27.750 267.635 27.750 1 -261.190 27.750 6:LIVE LOAD 27.750 300.263 0,000 1 -298.100 0.000 2 7:ULC, 1 DEA[ 27.750 267.635 27.750 1 -261.190 27.750 8:ULC, 1 DEAL 27.750 349,784 0,000 1 -341.175 0.000 2 9:ULC, 1 DEA[ 27.750 307.416 0.000 1 -299.349 0.000 10:ULC, 1 DEP 27.750 146.236 0.000 3 -144.293 0.000 11:ULC, 1 DEA 27.750 394.975 27.750 1 -384.029 27.750 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6)20.07.11.82 Print Run 74 of 129 81 Software licensed to Intelligrated ob No A-18-14089 heat No 75 Rev Part obTitle Shasta Palletizer Platform R By MRL Dal€23-Aug-19 Chd SRT Client e Palletizer.STD OateiTi 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEP 27.750 110.304 27.750 1 -107.054 27.750 13:ULC, 1 DEP 27.750 424.966 27.750 1 -415.326 27.750 14:ULC, 1 DEP 27.750 394.975 27.750 1 -384.029 27.750 15:ULC, 1 DEP 27.750 146.236 0.000 3 -144.293 0.000 16:ULC, 1 DEP 27.750 424.966 27.750 1 -415.326 27.750 17:ULC, 1 DEP 27.750 110.304 27.750 1 -107.054 27.750 18:ULC, 1 DEP 27.750 281.859 0.000 1 -277.167 0.000 2 19:ULC, 1 DEA 27.750 332.973 0.000 1 -321.530 0.000 2 20:ULC, 1 DEP 27.750 247.291 0,000 1 -241.620 0,000 2 21:ULC, 1 DEP 27.750 367.541 0.000 3 -357.077 0,000 22:ULC, 1 DEP 27.750 332.973 0.000 1 -321.530 0.000 2 23:ULC, 1 DEP 27.750 281.859 0.000 1 -277.167 0.000 2 24:ULC, 1 DEP 27.750 367.541 0.000 3 -357.077 0.000 25:ULC, 1 DEP 27.750 247.291 0.000 1 -241.620 0.000 2 26:ULC, 0.6 DE 27.750 160.581 27.750 1 -156.714 27.750 27:ULC, 0.6 DE 27.750 74.111 0.000 3 -74.746 0.000 28:ULC, 0.6 DE 27.750 287.921 27.750 1 -279.553 27.750 29:ULC, 0.6 DE 27.750 28.021 0.000 1 -27.349 0.000 2 30:ULC, 0.6 DE 27.750 317.912 27.750 1 -310.850 27.750 31:ULC, 0.6 DE 27.750 287.921 27.750 1 -279.553 27.750 32:ULC, 0.6 DE 27.750 74.111 0.000 3 -74.746 0.000 1 33:ULC, 0.6 DE 27.750 317.912 27.750 1 -310.850 27.750 34:ULC, 0.6 DE 27.750 28.021 0.000 1 -27.349 0.000 2 87 1:+X 18.730 115.987 18.730 3 -105,089 18.730 2:-X 18.730 105.089 18.730 1 -115.987 18.730 3:+Z 18,730 371.316 18.730 3 -353.909 18.730 1 4:-Z 18.730 353.909 18.730 1 -371.316 18.730 , 5:DEAD LOAD 18.730 544.045 18.730 1 -567.793 18.730 6:LIVE LOAD 18.730 412.834 18.730 3 -405.549 18.730 7:ULC, 1 DEA[ 18.730 544.045 18,730 1 -567.793 18.730 8:ULC, 1 DEAC 18.730 403.707 18.730 2 -420.170 18.730 4 9:ULC, 1 DEAC 18.730 387.217 18.730 2 -405.501 18.730 4 10:ULC, 1 DEP 18.730 470.483 18.730 1 -486.602 18.730 11:ULC, 1 DEA 18.730 617.608 18.730 1 -648.984 18.730 12:ULC, 1 DEP 18.730 296.431 18.730 1 -307.993 18.730 13:ULC, 1 DEP 18.730 791.660 18.730 1 -827.592 18.730 14:ULC, 1 DEP 18.730 617.608 18.730 1 -648.984 18.730 15:ULC, 1 DEP 18.730 470.483 18.730 1 -486.602 18.730 16:ULC, 1 DEP 18.730 791.660 18.730 1 -827.592 18.730 17:ULC, 1 DEP 18.730 296.431 18.730 1 -307.993 18.730 18:ULC, 1 DEP 18.730 333.296 18.730 2 -345.859 18.730 4 19:ULC, 1 DEP 18.730 441.138 18.730 2 -465.144 18.730 4 20:ULC, 1 DEP 18.730 201.415 18,730 2 -210.560 18.730 4 21:ULC, 1 DEP 18.730 573.019 18.730 2 -600.442 18.730 4 Print TimelOate: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 75 of 129 82 oftware licensed to Intelligrated Job No A-18-14089 Sheet No 76 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat23-Aug-19 Chd SRT Client File Palletizer.STD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEP 18.730 441.138 18.730 2 -465.144 18.730 4 23:ULC, 1 DEA 18.730 333.296 18.730 2 -345.859 18.730 4 24:ULC, 1 DEP 18.730 573.019 18.730 2 -600.442 18.730 4 25:ULC, 1 DEA 18.730 201.415 18.730 2 -210.560 18.730 4 26:ULC, 0.6 DE 18.730 326.427 18.730 1 -340.676 18.730 3 27:ULC, 0.6 DE 18.730 252.864 18.730 1 -259.485 18.730 3 28:ULC, 0.6 DE 18.730 399.990 18.730 1 -421.867 18.730 29:ULC, 0.6 DE 18.730 78.813 18.730 1 -80.876 18.730 30:ULC, 0.6 DE 18.730 574.042 18.730 1 -600.475 18.730 3 31:ULC, 0.6 DE 18.730 399.990 18.730 ' 1 -421.867 18.730 3 32:ULC, 0.6 DE 18.730 252.864 18.730 1 -259.485 18.730 3 33:ULC, 0.6 DE 18.730 574.042 18.730 1 -600.475 18.730 3 34:ULC, 0.6 DE 18.730 78.813 18.730 1 -80.876 18.730 3 88 1:+X 44.880 78.946 44.880 3 -69.607 44.880 2:-X 44.880 69.607 44.880 1 -78.946 44.880 3 3:+Z 44.880 256.111 0.000 1 -237.632 0.000 3 4:-Z 44.880 237.632 0.000 3 -256.111 0.000 1 5:DEAD LOAD 44.880 493.771 0.000 3 -515.665 0.000 1 6:LIVE LOAD 44.880 170.589 44.880 4 -162.371 44.880 2 7:ULC, 1 DEAL 44.880 493.771 0.000 3 -515.665 0.000 1 8:ULC, 1 DEAC 44.880 427.896 0.000 3 -441.571 0.000 9:ULC, 1 DEA[ 44.880 444.365 0.000 3 -460.094 0.000 1 10:ULC, 1 DEP 44.880 491.921 0.000 3 -507.276 0.000 1 11:ULC, 1 DEA 44.880 495.622 0.000 3 -524.053 0.000 12:ULC, 1 DEP 44.880 327.429 0.000 2 -336.387 0.000 1 13:ULC, 1 DEP 44.880 660.114 0.000 3 -694.942 0.000 1 14:ULC, 1 DEP 44.880 495.622 0.000 3 -524.053 0.000 15:ULC, 1 DEP 44.880 491.921 0.000 3 -507.276 0.000 1 16:ULC, 1 DEP 44.880 660.114 0.000 3 -694.942 0.000 1 17:ULC, 1 DEP 44.880 327.429 0.000 2 -336.387 0.000 1 18:ULC, 1 DEA 44.880 442.977 0.000 3 -453.803 0.000 1 19:ULC, 1 DEP 44.880 445.753 0.000 3 -466.386 0.000 1 20:ULC, 1 DEP 44.880 319.608 0.000 2 -325.636 0.000 1 21:ULC, 1 DEA 44.880 569.121 0.000 3 -594.552 0.000 22:ULC, 1 DEP 44.880 445.753 0.000 3 -466.386 0.000 1 23:ULC, 1 DEP 44.880 442.977 0.000 3 -453.803 0.000 1 24:ULC, 1 DEA 44.880 569.121 0.000 3 -594.552 0.000 25:ULC, 1 DEP 44.880 319.608 0.000 2 -325.636 0.000 1 26:ULC, 0.6 DE 44.880 296.263 0.000 3 -309.399 0.000 1 27:ULC, 0.6 DE 44.880 294.412 0.000 3 -301.010 0.000 28:ULC, 0.6 DE 44.880 298.114 0.000 3 -317.787 0.000 1 29:ULC, 0.6 DE 44.880 129.920 0.000 2 -130.121 0.000 1 30:ULC, 0.6 DE 44.880 462.605 0.000 3 -488.676 0.000 1 31:ULC, 0.6 DE 44.880 298.114 0.000 3 -317.787 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 76 of 129 83 are licensed to Intel['grated Job No A-18-14089 Sheet No 77 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD °ate/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (Rs) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 44.880 294.412 0.000 3 -301.010 0,000 33:ULC, 0.6 DE 44.880 462,605 0.000 3 A88.676 0.000 1 34:ULC, 0.6 DE 44.880 129.920 0.000 2 -130.121 0.000 89 1:+X 0,730 238,865 0.730 3 -216.959 0.730 1 2:-X 0.730 216,959 0.730 1 -238.865 0,730 3:+Z 0.730 182.409 0.730 3 -225.157 0.730 4:-Z 0.730 225.157 0.730 1 -182.409 0.730 5:DEAD LOAD 0.730 420.509 0.730 1 -357.771 0.730 6:LIVE LOAD 0.730 146.635 0.730 3 -145.335 0.730 1 7:ULC, 1 DEA[ 0.730 420.509 0.730 1 -357.771 0.730 8:ULC, 1 DEAL 0.730 288.304 0.000 1 -224.265 0.000 2 9:ULC, 1 DEM 0.730 319.531 0.000 1 -255.818 0.000 2 10:ULC, 1 DEP 0.730 327.767 0.000 1 -249.694 0.000 2 11:ULC, 1 DEA 0.730 572.380 0.730 1 -524.976 0.730 12:ULC, 1 DEP 0.730 262.899 0.730 1 -230.085 0.730 13:ULC, 1 DEP 0.730 578.119 0.730 1 -485.457 0.730 14:ULC, 1 DEP 0.730 572.380 0.730 1 -524.976 0.730 15:ULC, 1 DEP 0.730 327.767 0.000 1 -249,694 0.000 16:ULC, 1 DEP 0.730 578.119 0.730 1 -485.457 0.730 17:ULC, 1 DEP 0.730 262,899 0.730 1 -230.085 0.730 18:ULC, 1 DEP 0.730 370.540 0.000 1 -295.326 0.000 19:ULC, 1 DEP 0.730 429.665 0.000 1 -377.452 0.000 2 20:ULC, 1 DEP 0.730 268.209 0.000 1 -226.939 0.000 21:ULC, 1 DEP 0.730 435.678 0.000 1 -349.522 0.000 2 22:ULC, 1 DEP 0.730 429.665 0.000 1 -377.452 0.000 2 23:ULC, 1 DEP 0.730 370.540 0.000 1 -295.326 0.000 24:ULC, 1 DEP 0.730 435.678 0.000 1 -349.522 0.000 2 25:ULC, 1 DEP 0,730 268.209 0.000 1 -226.939 0.000 2 26:ULC, 0.6 DE 0.730 252.305 0.730 1 -214.662 0,730 27:ULC, 0,6 DE 0.730 260.532 0.000 1 -207.554 0.000 2 26:ULC, 0.6 DE 0.730 404.177 0.730 1 -381.868 0.730 29:ULC, 0.6 DE 0.730 125.061 0,730 4 -117.342 0.730 30:ULC, 0.6 DE 0.730 409.915 0.730 1 -342.348 0,730 31:ULC, 0.6 DE 0,730 404.177 0,730 1 -381.868 0.730 32:ULC, 0.6 DE 0.730 260.532 0.000 1 -207.554 0.000 2 33:ULC, 0,6 DE 0.730 409.915 0.730 1 -342.348 0.730 34:ULC, 0.6 DE 0.730 125,061 0.730 4 -117.342 0.730 2 90 1:+X 1.710 7.037 1.710 2 -5,409 1.710 2:-X 1.710 5,409 1.710 1 -7.037 1.710 2 3:+Z 1.710 337.205 1.710 4 -337.554 1.710 2 4:-Z 1.710 337,554 1.710 2 -337.205 1,710 4 5:DEAD LOAD 1.710 447.198 1,710 1 -450.271 1.710 6:LIVE LOAD 1.710 143.170 1.710 3 -145.196 1.710 7:ULC, 1 DEA[ 1.710 447.198 1.710 1 -450.271 1.710 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 77 of 129 04 are licensed to Intelligraled Job No heat No 78 Rev Part Job Title Shasta Palletizer Platform Re / IVIRL o8tr23Aug-18 FileFalletizer.S0 |o*"mm° 1912:41 Beam Combined Axial and Bend^UNq Stresses Summary Cont... Max Comp Max Tens oowm L/C Length (in) Stress (psi) u (i») Corner Stress (psi) d (in) Corner ^ 0:ULC'1DEA[ 1710 . 329.638 8.000 . 1 '334.737 0.000 3 9:ULC,1DEAL 1710 354,649 0,000 1 -358.241 0.000 3 10:VLC.1 OEP 1718 443451 1J10 1 445.303 1.710 3 111JuC, 1 DEA 1J10 450.946 1J10 1 455158 1.710 J 12:VLC.1Dsp 1.710 252020 1J10 1 £55337 1J10 3 13i)LC 1DEP 1710 042.376 1.710 1 -645204 1J10 3 14:UUC,1DEP 1710 450,946 1J10 1 455158 1.710 3 15:ULC 1nE»^ 1710 443/01 1710. 1 445383 1710 3 16:ULC 1DEA 1.710 642.370 1710 1 -645.204 1710 3 17:ULC 1 DEP 1710 252,020 1J10 , -255337 1710 3 18:VLC, 1 DEA 1.710 352A40 0,000 1 -356177 UVO` 3 19:ULC.1 DEx 1J10 356.858 0000 1 -362.305 0.000 3 201]LC 1DEP 1710 211184 0.000 1 '215.958 0.000 3 21:ULC 1 DEP 1J10 503.735 1J10' 2 -5081** 1.710 4 22:ULC,1 DEP 1710 356.858 0800 1 -302,305 0.000 3 23:ULC. 1 DEP 1.710 352.440 0.000 1 -356177 0.008 3 zw:ULC. 1 DEP 1.70 503735 1.710 2 -508144 1.710 4 25:VLC.1 DsP 1710 211.184 0.000 1 '215.959 0.000 3 26:UuC.0.6ca 1.710 268.319 1J10 1 a70162 1,710 3 27:1.11-C.0.6DE 1J10 264.571 1J10 1 -265.275 1.710 3 20:ULC.0.6D[ 171V 272.067 1110 1 -275.050 1710 D 29:ULC.0.6D[ 1J10 73.141 1J10 1 -75229 1.710 3 30:ULC.0.6[E 1710 468.497 1710 1 465.096 1710 3 31:ULC.0.6D[ 1710 272.067 1.710 1 -275.050 1710 V 32uuC.0.6V[ 1310 264,571 1J10 1 -265.275 1J10 3 33�LC, 0.6o* 1J10 403.497 1J10 1 -405.096 1.710 8 34:Uu:.0.6Of 1310 73.141 1J10 1 -75.229 1J10 3 91 1:+x 22�500 3.126 22a00 2 -2.286 e2,500 4 2:-X 22�500 2.286 2Z500 4 '3126 22�500 2 o:+z zZonn 272.877 zZnnn 3 '273.817 22.500 1 4:'Z 22.500 273.017 22.500 1 '272.877 22.500 3 5:os*oL0AD 22.500 446.932 22.500 1 4*8.723 22.500 3 0:L|vsLO*D 22.500 88271 22�500 3 '89.206 22.500 1 r:ULC. 1 DEAL 22.500 440.832 22.500 1 '4*8J23 22.500 3 o:uLo.IDEAL 22o00 357.720 22a00 1 '360A52 22.500 3 9:VLC.1 DEAL 2Z500 380.027 22,500 1 '38Z520 22�500 3 10:oLC.1 DE4 22.500 445.460 22.500 1 '4*6.663 zZnno 3 11:VLC.IosA 22,500 448.404 22.500 1 '450.783 22.500 3 12:ULC.1DEP 2Z500 255.820 22.500 1 '257.710 22,500 3 13:uLC.1DEA 22.500 638.044 22.500 1 '639.737 cZoUo 3 1*:ULC.1 os* 22�500 448.404 22o00 1 450.783 22,500 3 15:uLC.1 DEA 22.500 445.*60 22.500 1 -446.663 22.500 J 16:uLC.1osp zznuo 638o*4 22.500 1 '639J37 uo�nOo 3 17-ULC.1 osA 22.500 255.820 22.500 1 '257.718 22500 3 57AADPmw0(GsLsCToenoaO)2V.0711.82 Print Run 78 of 129 85 re licensed to Intelligrated Job No A-18-14089 Sheet No 79 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LIC Length (in) Stress (psi) d (in) Corner Stress (psi) _ d (in) Corner 18:ULC, 1 DEA 22.500 378.923 22.500 1 -380,975 22.500 3 19:ULC„1 DEA 22.500 381.131 22.500 1 -384,065 22.500 20:ULC, 1 DEP 22.500 236.693 22.500 1 -239.260 22.500 3 21:ULC, 1 DEA 22.500 523.361 22.500 1 -525.780 22.500 22:ULC, 1 DEA 22.500 381.131 22.500 1 -384,065 22.500 23:ULC, 1 DEP 22.500 378.923 22.500 1 -380.975 22.500 24:ULC, 1 DEA 22.500 523.361 22.500 1 -525.780 22.500 25:ULC, 1 DEP 22.500 236.693 22.500 1 -239.260 22.500 26:ULC, 0.6 DE 22.500 268.159 22.500 1 -269.234 22.500 27:ULC, 0.6 DE 22.500 266.687 22.500 1 -267.174 22.500 28:ULC, 0.6 DE 22.500 269.631 22.500 1 -271.294 22,500 29:ULC, 0.6 DE 22.500 77.047 22.500 1 -78.220 22.500 30:ULC, 0.6 DE 22.500 459.271 22.500 1 -460.248 22.500 31:ULC, 0.6 DE 22.500 269.631 22.500 1 -271.294 22.500 32:ULC, 0.6 DE 22.500 266,687 22.500 1 -267.174 22.500 33:ULC, 0.6 DE 22.500 459.271 22.500 1 -460.248 22.500 34:ULC, 0.6 DE 22.500 77,047 22.500 1 -78.220 22.500 92 1:+X 5.230 223.785 5.230 3 -244.591 5.230 2:-X 5.230 244.591 5.230 1 -223.785 5.230 3:+Z 5.230 143.815 0.000 1 -158.624 0.000 2 4:-Z 5.230 158.624 0.000 2 -143.815 0.000 1 5:DEAD LOAD 5.230 184,528 5,230 4 -165,658 5.230 6:LIVE LOAD 5.230 61.419 0.000 4 -68.456 0.000 7:ULC, 1 DEA[ 5.230 184.528 5.230 4 -165.658 5.230 2 8:ULC, 1 DEA[ 5.230 222.031 5.230 4 -210.198 5.230 2 9:ULC, 1 DEAL 5.230 212.655 5.230 4 -199.063 5.230 2 10:ULC, 1 DEA 5.230 341.178 5.230 4 -336.872 5.230 11:ULC, 1 DEA 5.230 273.698 0.000 1 -240.266 0.000 12:ULC, 1 DEA 5.230 161.604 5.230 4 -153.100 5.230 2 13:ULC, 1 DEA 5.230 207.453 5.230 4 -178.217 5.230 2 14:ULC, 1 DEP 5.230 273,698 0.000 1 -240.266 0.000 15:ULC, 1 DEP 5.230 341.178 5.230 4 -336.872 5.230 2 16:ULC, 1 DEP 5.230 207.453 5.230 4 -178.217 5.230 2 17:ULC, 1 DEA 5.230 161.604 5.230 4 -153.100 5.230 2 18:ULC, 1 DEP 5.230 330.142 5.230 4 -327.473 5.230 2 19:ULC, 1 DEA 5.230 257.067 5.230 1 -232.552 5.230 3 20:ULC, 1 DEA 5.230 195.462 5.230 4 -189.644 5.230 2 21:ULC, 1 DEP 5.230 229.848 5.230 4 -208.482 5.230 2 22:ULC, 1 DEP 5.230 257,067 5.230 1 -232.552 5.230 23:ULC, 1 DEA 5.230 330.142 5.230 4 -327.473 5.230 2 24:ULC, 1 DEP 5.230 229.848 5.230 4 -208.482 5.230 2 25:ULC, 1 DEA 5.230 195.462 5.230 4 -189.644 5.230 2 26:ULC, 0.6 DE 5.230 110.717 5.230 4 -99.395 5.230 2 27:ULC, 0.6 DE 5.230 267.366 5.230 4 -270.609 5.230 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 79 of 129 86 Software licensed to Intelligrated ob No Sheet No Rev A-18-14089 80 Pa ob Title Shasta Palletizer Platform Re By MRL DatE23_Aug_19 Chd SRT Client Fite Palletizer.STD Date/Time 03-Sep-20 9 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 5.230 222.478 0.000 1 -196.593 0.000 29:ULC, 0.6 DE 5.230 91.220 0.000 1 -90.266 0.000 2 30:ULC, 0.6 DE 5.230 137.594 0.000 1 -115.907 0.000 3 31:ULC, 0.6 DE 5.230 222.478 0.000 1 -196,593 0.000 32:ULC, 0.6 DE 5.230 267.366 5,230 4 -270,609 5,230 2 33:ULC, 0.6 DE 5.230 137.594 0.000 1 -115.907 0.000 3 34:ULC, 0.6 DE 5.230 91.220 0.000 1 -90.266 0.000 2 93 1:+X 53.000 195.955 53.000 3 -218,285 53.000 1 2:-X 53.000 218,285 53.000 1 -195.955 53.000 3:+Z 53.000 146,227 53.000 4 -161.740 53.000 2 4:-Z 53.000 161,740 53.000 2 -146.227 53,000 4 5:DEAD LOAD 53.000 120.627 53.000 1 -100.924 53.000 6:LIVE LOAD 53.000 85.728 0.000 2 -93.150 0.000 7:ULC, 1 DEM 53.000 120.627 53.000 1 -100.924 53.000 3 8:ULC, 1 DEM 53.000 123,202 53.000 1 -110.920 53.000 9:ULC, 1 DEAL 53,000 122.558 53.000 1 -108.421 53.000 3 10:ULC, 1 DEP 53.000 141.111 0.000 1 -137.039 0.000 3 11:ULC, 1 DEA 53.000 266.813 53.000 1 -231.479 53,000 3 12:ULC, 1 DEP 53,000 137.035 53.000 1 -128.191 53.000 13:ULC, 1 DEP 53.000 164.924 53.000 2 -134.361 53.000 4 14:ULC, 1 DEP 53.000 266.813 53.000 1 -231.479 53,000 15:ULC, 1 DEP 53.000 141.111 0.000 1 -137.039 0.000 16:ULC, 1 DEP 53.000 164.924 53.000 2 -134,361 53.000 4 17:ULC, 1 DE/ 53.000 137.035 53.000 1 -128.191 53.000 3 18:ULC, 1 DEP 53.000 119.142 53.000 4 -116,728 53.000 2 19:ULC, 1 DEP 53.000 232.198 53.000 1 -206.337 53.000 3 20:ULC, 1 DEP 53.000 134.864 53.000 1 -128.872 53.000 21:ULC, 1 DEP 53.000 112.562 30.917 2 -90.281 30.917 4 22:ULC, 1 DEP 53.000 232.198 53.000 1 -206.337 53.000 23:ULC, 1 DEP 53.000 119.142 53.000 4 -116.728 53.000 2 24:ULC, 1 DEP 53.000 112.562 30.917 2 -90.281 30.917 4 25:ULC, 1 DEP 53,000 134.864 53.000 1 -128.872 53.000 3 26:1.JLC, 0,6 DE 53.000 72.376 53.000 1 -60.554 53.000 3 27:ULC, 0.6 DE 53.000 117.967 53.000 4 -121.776 53.000 2 28:ULC, 0.6 DE 53.000 218.562 53.000 1 -191.109 53.000 29:ULC, 0.6 DE 53,000 88.784 53.000 1 -87.822 53.000 2 30:ULC, 0.6 DE 53.000 144.241 53.000 2 -121.560 53.000 4 31:ULC, 0.6 DE 53.000 218.562 53.000 1 -191,109 53.000 3 32:ULC, 0.6 DE 53.000 117.967 53.000 4 -121.776 53.000 2 33:ULC, 0.6 DE 53.000 144.241 53.000 2 -121.560 53.000 4 34:ULC, 0.6 DE 53.000 88.784 53.000 1 -87.822 53.000 2 94 1:+X 27.770 175.938 27.770 3 -182.638 27.770 2:-X 27.770 182.638 27.770 1 -175,938 27.770 3:+Z 27.770 187.174 27.770 2 -184.092 27.770 4 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 80 of 129 87 are licensed to Intelligrated Job No A-18-14089 Pa Sheet No 81 Rev Job Title Shasta Palletizer Platform Ref Sy MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam IJC Length (in) Stress (Psi) d (in) Corner Stress (psi) d (in) Corner 4:-Z 27.770 184.092 27.770 4 -187.174 27.770 5:DEAD LOAD 27.770 296.377 27.770 4 -299.914 27.770 2 6:LIVE LOAD 27.770 188.244 0.000 2 -187.593 0.000 7:ULC, 1 DEA[ 27.770 296.377 27.770 4 -299.914 27.770 2 8:ULC, 1 DEA[ 27.770 368.603 0.000 2 -371.492 0.000 1 9:ULC, 1 DEAL 27,770 346.477 0.000 2 -349.529 0.000 10:ULC, 1 DEA 27,770 417.200 27.770 4 -425.427 27.770 2 11:ULC, 1 DEA 27.770 251.245 0.000 2 -250.094 0.000 12:ULC, 1 DEP 27.770 167.512 27,770 4 -168.892 27.770 2 13:ULC, 1 DEP 27.770 425.241 27.770 4 -430,935 27.770 2 14:ULC, 1 DEA 27.770 251.245 0.000 2 -250.094 0.000 15:ULC, 1 DEP 27.770 417.200 27.770 4 -425.427 27.770 2 16:ULC, 1 DEA 27.770 425.241 27,770 4 -430.935 27.770 2 17:ULC, 1 DEA 27.770 167.512 27.770 4 -168.892 27.770 2 18:ULC, 1 DEP 27.770 412.254 27.770 4 -418.820 27.770 19:ULC, 1 DEP 27.770 324.835 0.000 2 -324.369 0.000 1 20:ULC, 1 DEP 27.770 255.590 0.000 2 -257.024 0.000 1 21:ULC, 1 DEA 27.770 437.364 0.000 2 -442.034 0.000 22:ULC, 1 DEP 27.770 324.835 0.000 2 -324.369 0.000 23:ULC, 1 DEP 27.770 412.254 27.770 4 -418.820 27.770 2 24:ULC, 1 DEP 27.770 437.364 0.000 2 -442.034 0.000 1 25:ULC, 1 DEP 27,770 255.590 0.000 2 -257.024 0.000 26:ULC, 0.6 DE 27.770 177.826 27.770 4 -179.948 27.770 2 27:ULC, 0.6 DE 27.770 298.649 27.770 4 -305.462 27.770 2 28:ULC, 0.6 DE 27.770 145,847 27.770 1 -143.279 27.770 29:ULC, 0.6 DE 27.770 48.961 27,770 4 -48.927 27.770 2 30:ULC, 0,6 DE 27.770 306.691 27.770 4 -310.970 27.770 2 31:ULC, 0.6 DE 27.770 145.847 27.770 1 -143.279 27.770 3 32:ULC, 0,6 DE 27.770 298.649 27.770 4 -305.462 27.770 2 33:ULC, 0.6 DE 27.770 306.691 27,770 4 -310.970 27.770 2 34:ULC, 0.6 DE 27.770 48.961 27.770 4 -48.927 27.770 2 95 1:+X 18.730 110.764 18.730 4 -101.333 18.730 2 2:-X 18.730 101.333 18.730 2 -110.764 18.730 4 3:+Z 18.730 331.794 18.730 2 -343.933 18.730 4 4:-Z 18.730 343.933 18.730 4 -331.794 18.730 2 5:DEAD LOAD 18.730 671.099 18.730 4 -652.502 18.730 6:LIVE LOAD 18.730 275.205 18.730 1 -279.194 18.730 7:ULC, 1 DEAL 18.730 671.099 18.730 4 -652.502 18.730 2 8:ULC, 1 DEAL 18.730 703.089 18.730 4 -688.481 18.730 2 9:ULC, 1 DEA( 18.730 695,091 18.730 4 -679.486 18.730 2 10:ULC, 1 DEA 18.730 748.633 18.730 4 -723,435 18.730 2 11:ULC, 1 DEA 18.730 593.564 18,730 4 -581.569 18.730 2 12:ULC, 1 DEP 18.730 430.345 18.730 4 -420.246 18.730 2 13:ULC, 1 DEA 18.730 911,852 18.730 4 -884.758 18.730 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 81 of 129 88 heetNo 82 mm p Job -ritie Shasta Palletizer Platform e By He Pal|edzex8TD DaIeM Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (i») Stress (PmV m (i») oo,nw, Stress (psi) d (in) Corner 14:ULC.1 DEP 18730 583.564 18.738 4 -581.509 18J30 2 15:ULC 1DEP 10J30 748.633 18730 4 -723.435 18.730 u 16:ULC.1 DEP 18.730 911.852 18.780 4 -884.750 18.730 2 171LC 1 Ds4 10730 430.345 18730 4 420246 10730 u 18:ULC 1DEO 18J30 753242 18J30 4 -782.686 18.730 o 18:ULC'1UEA 18730 636,840 18738 * -626.287 18,730 2 2IULC 1 DEA 1U730 514.526 18.730 4 -505,295 18.730 2 21:ULC.1 DsP 18730 875.650 18J80 4 -853.678 18730 2 22:ULC 1OEA 18.730 636,940 18730 4 -626287 18J30 2 23:uLC.1 VEA 18330 753.242 1&730 4 '732,680 1O750 2 24:ULC,1DE4 18730 875.656 10730 4 -853.678 1O730 z 25:1.11-C.1OG« 18J30 514.526 18.730 4 -505295 18.730 z 26:ULC'0.6D[ 18730 402,659 18730 4 '391.501 18730 z 27:ULC. 0.0D[ 18730 480194 18J80 4 462.434 18730 2 28:ULC.0.6 DE 18J30 325.125 10.730 4 -320.568 18730 z 29:UUC,0.0D[ 18.730 101.900 18.730 4 -159245 18.730 o 30:UuC.0.6O[ 0J30 643.412 18.730 4 -623.757 18J30 2 31:ULC,0.5cE 18730 325125, 10738 4 -320.508 18,730 2 32:uLc naof 1o730 *e0194 18J30 1 -462.43* 18,730 a 33�1.11-C.0.6 DE 18.730 041412 18.730 4 -623�757 18�730 o 34:ULC.0.6[E 18730 161.906 18730 4 �S82o5 18�3O o � 1*X ' �.00 �.8� ��0� 3' '72,574 44.880 1 2:-X 44�880 72.574 44.880 1 -80.398 44�880 n a:+z 44.880 243.501 0.000 D -250J11 nzmn 1 4^Z 44.880 256.711 0�000 1 -243,501 0.000 a 5:DEADLVxD *4.880 504.001 0.00 1 -48T276 0.000 n 011VELCmD 44.1380 218.008 44.880 3 -223.946 *4.880 1 TuLC 1 osAc 44.880 504.001 uonn 1 487.276 VoOO 3 8:uLC.1 DEA[ 44.800 404785 11.220 2 '832.998 11.220 4 8:ULC.1 DeAc 44.880 421.098 0.000 1 408.872 0�000 a 10:uuC.1OEA *4.e80 507.420 nono 1 485.21e ouno 3 11:VuC.1 DEo 4*�880 500,582 0.000 1 -489.333 0.000 3 12:1-11-C.1DE4 44.080 324.303 0.000 2 '316.825 0.000 1 13:VLC.1 DEP 44.880 683.099 0.000 1 -657.726 0.000 3 14:ULC.1 DEp 44.880 500.582 0.000 1 48U33 O.VUO J 15:UuC.1 DE* 44.880 50T420 O�OVO 1 485218 0o00 3 10:ULC.1DGu 44,880 683.69e 0.000 1 '857J26 U00 3 17:uuo.1Ds* 44.880 324.303 oonn 2 '310.825 0.000 1 18:1-11-C.1DEp *4.880 423.657 0.000 1 400.528 U00 � 3 19:ULC.1DEA 44.880 423.021 7.480 2 414.107 7,480 4 20:VLC.1DGo *o.VVo 305,744 14.860 2 '299�057 14.960 4 21:1-11-C. 1 DsA 44.880 555.865 0.000 1 '535,910 0.000 3 22:uLo.1nEA 44,880 423.021 /.^aV 2 '414.107 7,480 4 23:oLC.1 os» 44.e80 423.657 0,000 1 -*06.52e 0.000 3 Print Time/Date: 03/0912019 12:43 STxAD.Pmm8i(SELEClsoneoO)2V,0711.82 Print Run 82 of 129 89 Software licensed to Intelligrated Job No A-18-14089 Sheet No 83 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DatE23_Aug_19 Chd SRT Client File Palletizer.STD Daterflme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 24:ULC, 1 DEP 44.880 555.866 0.000 1 -535.910 0.000 3 25:ULC, 1 DEP 44.880 305.744 14.960 2 -299.657 14.960 4 26:ULC, 0.6 DE 44.880 302.401 0.000 1 -292.365 0.000 3 27:ULC, 0.6 DE 44.880 305.819 0.000 1 -290.308 0.000 3 28:ULC, 0.6 DE 44.880 298.982 0.000 1 -294.423 0.000 3 29:ULC, 0.6 DE 44.880 122.703 0.000 2 -121.915 0.000 1 30:ULC, 0.6 DE 44.880 482.098 0.000 1 -462.816 0.000 31:ULC, 0.6 DE 44.880 298.982 0.000 1 -294.423 0.000 3 32:ULC, 0.6 DE 44.880 305.819 0.000 1 -290.308 0.000 3 33:ULC, 0.6 DE 44.880 482.098 0.000 1 -462.816 0.000 3 34:ULC, 0.6 DE 44.880 122.703 0.000 2 -121.915 0.000 1 97 1:+X 0.730 233.097 0.730 3 -217.724 0.730 1 2:-X 0.730 217.724 0.730 1 -233.097 0.730 3:+Z 0.730 124.547 0.730 2 -69.075 0.730 4 4:-Z 0.730 69.075 0.730 4 -124.547 0.730 2 5:DEAD LOAD 0.730 265.459 0.730 4 -336.832 0.730 2 6:LIVE LOAD 0.730 51.237 0.000 2 -28.880 0.000 1 7:ULC, 1 DEM 0.730 265.459 0.730 4 -336.832 0.730 2 8:ULC, 1 DEAL 0.730 245.838 0.730 4 -294.854 0.730 2 9:ULC, 1 DEAL 0.730 250.743 0.730 4 -305.348 0.730 2 10:ULC, 1 DEP 0.730 424.657 0.730 4 -485.269 0.730 2 11:ULC, 1 DEA 0.730 292.937 0.730 1 -375.071 0.730 3 12:ULC, 1 DEA 0.730 217.107 0.730 4 -249.649 0.730 2 13:ULC, 1 DEP 0.730 313.811 0.730 4 -424.015 0.730 2 14:ULC, 1 DEP 0.730 292.937 0.730 1 -375.071 0.730 15:ULC, 1 DEP 0.730 424.657 0.730 4 -485.269 0.730 2 16:ULC, 1 DEP 0.730 313.811 0.730 4 -424.015 0.730 2 17:ULC, 1 DEP 0.730 217.107 0.730 4 -249.649 0.730 2 18:ULC, 1 DEP 0.730 370.142 0.730 4 -416.676 0.730 2 19:ULC, 1 DEP 0.730 260.409 0.730 1 -323.086 0.730 3 20:ULC, 1 DEP 0.730 214.479 0.730 4 -239.961 0.730 2 21:ULC, 1 DE. 0.730 287.007 0.730 4 -370.735 0.730 22:ULC, 1 DE. 0.730 260.409 0.730 1 -323.086 0.730 23:ULC, 1 DEP 0.730 370.142 0.730 4 -416.676 0.730 2 24:ULC, 1 DEP 0.730 287.007 0.730 4 -370.735 0.730 2 25:ULC, 1 DEP 0.730 214.479 0.730 4 -239.961 0.730 2 26:ULC, 0.6 DE 0.730 159.275 0.730 4 -202.099 0.730 2 27:ULC, 0.6 DE 0.730 318.474 0.730 4 -350.536 0.730 2 28:ULC, 0.6 DE 0.730 236.725 0.730 1 -290.310 0.730 29:ULC, 0.6 DE 0.730 110,923 0.730 4 -114.916 0.730 2 30:ULC, 0.6 DE 0.730 207.628 0.730 4 -289.282 0.730 2 31:ULC, 0.6 DE 0.730 236.725 0.730 1 -290.310 0.730 3 32:ULC, 0.6 DE 0.730 318.474 0.730 4 -350.536 0.730 2 33:ULC, 0.6 DE 0.730 207.628 0.730 4 -289.282 0.730 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 83 of 129 90 Isp Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 84 Rev Job Title Shasta Palletizer Platform Ref By MRL Datc23-Aug-19 Chd SRT Client rile Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 0.730 110,923 0.730 4 -114.916 0.730 2 98 1:+X 1.710 5.198 0.000 2 -2.725 0.000 1 2:-X 1.710 2.725 0.000 1 -5.198 0.000 2 3:+Z 1.710 361.138 1.710 2 -361.018 1.710 4 4:-Z 1,710 361.018 1.710 4 -361.138 1.710 2 5:DEAD LOAD 1.710 570.976 1.710 4 -567.478 1.710 2 6:LIVE LOAD 1.710 109.115 0.000 1 -106.922 0.000 3 7:ULC, 1 DEAL 1.710 570.976 1.710 4 -567.478 1.710 2 8:ULC, 1 DEAL 1.710 480,873 1.710 4 -475.182 1.710 2 9:ULC, 1 DEAE 1.710 503.398 1.710 4 -498.256 1.710 2 10:ULC, 1 DEP 1,710 569.931 1.710 4 -564.702 1.710 2 11:ULC, 1 DEA 1.710 572.021 1.710 4 -570.255 1.710 2 12:ULC, 1 DEP 1.710 318.263 1.710 4 -314.682 1.710 2 13:ULC, 1 DEP 1.710 823.688 1.710 4 -820.275 1.710 2 14:ULC, 1 DEP 1.710 572.021 1.710 4 -570.255 1.710 2 15:ULC, 1 DEP 1.710 569.931 1.710 4 -564.702 1.710 2 16:ULC, 1 DEP 1.710 823.688 1.710 4 -820.275 1.710 2 17:ULC, 1 DEP 1.710 318.263 1.710 4 -314.682 1.710 2 18:ULC, 1 DEP 1.710 502.615 1.710 4 -496.174 1.710 2 19:ULC, 1 DEP 1,710 504.182 1.710 4 -500.338 1.710 2 20:ULC, 1 DEP 1.710 313.864 1,710 4 -308.659 1.710 2 21:ULC, 1 DEP 1.710 692.933 1.710 4 -687.854 1.710 2 22:ULC, 1 DEP 1.710 504,182 1.710 4 -500.338 1.710 2 23:ULC, 1 DEP 1.710 502.615 1.710 4 -496.174 1.710 2 24:ULC, 1 DEP 1.710 692.933 1.710 4 -687.854 1.710 2 25:ULC, 1 DEP 1.710 313.864 1.710 4 -308.659 1.710 2 26:ULC, 0.6 DE 1.710 342.585 1,710 4 -340.487 1.710 2 27:ULC, 0.6 DE 1.710 341.540 1.710 4 -337.711 1.710 2 28:ULC, 0.6 DE 1,710 343.630 1.710 4 -343.263 1.710 2 29:ULC, 0.6 DE 1.710 89.873 1.710 4 -87.690 1.710 2 30:ULC, 0.6 DE 1.710 595,298 1.710 4 -593.284 1.710 2 31:ULC, 0.6 DE 1.710 343.630 1.710 4 -343.263 1.710 2 32:ULC, 0.6 DE 1.710 341.540 1.710 4 -337.711 1.710 2 33:ULC, 0.6 DE 1.710 595,298 1.710 4 -593.284 1.710 2 34:ULC, 0.6 DE 1.710 89.873 1.710 4 -87.690 1.710 2 99 1:+X 22.500 2.821 0.000 2 -1.594 0.000 2:-X 22.500 1.594 0.000 1 -2.821 0.000 2 3:+Z 22.500 271.790 22.500 1 -271.650 22.500 3 4:-Z 22.500 271.650 22.500 3 -271.790 22.500 1 5:DEAD LOAD 22.500 446.711 22.500 4 -444.920 22.500 2 6:LIVE LOAD 22.500 95.373 22.500 2 -94.438 22.500 4 7:ULC, 1 DEAE 22.500 446.711 22.500 4 -444.920 22.500 2 8:ULC, 1 DEAE 22.500 352.273 22.500 4 -349.546 22.500 2 9:ULC, 1 DEM 22.500 375.883 22.500 4 -373.390 22.500 2 Print Tirne/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 84 of 129 91 oftware licensed to Intelligraled Job No mm SheetNo 85 mm Job Title Shasta Palletizer Platform wx By MRL omE23-Aug18 moPalletizer.STD Date/Tm Beam Combined Axial and Bend^nq Stresses Su0000ary Cont... Max Comp Max Tens Beam L/C Length (in) Suess (Psi) d (i») op,nw, Stress (psi) u (in) Corner 10:ULC.1DEP 22.500 446142 22.500 . 4 443.482 22.500 2 1I:ULC,1DsA 22.500 447280 22.500 4 446.348 22,500 2 12:uLC.1DEP 22-500 256.556 22.500 4 '254.666 2Z500 z 13:ULC. 1 DGa 22�500 630.888 22,500 4 '635.173 2l500 2 14:VLC.IocA 22.500 44T280 22.500 4 ~445340 22.500 2 15:VLC.1DEA 22.500 446.142 22.500 4 '445.492 22.500 2 16:ULG.1 DEA 22.500 836.860 22.500 4 '635.173 22.500 2 17:ULC.1DEA 22.500 256.556 22.500 4 '254.006 22.500 2 10:VLC.1OEA 22.500 375.456 2Z500 4 '372.319 22.500 z 19:ULC.1OE^ 22.500 376.310 22.500 4 -374.401 21500 2 20:ULC.1 DEA 22.500 233206 22�500 4 '230700 22.500 2 21:VLC.1 DE» 22.500 510499 22.500 4 '516.000 22.500 2 22:ULC.1 DE,8 22.500 376,310 22.500 4 '374A01 22.500 2 23:ULC.1 osA 22.500 375.456 22.500 4 '372.31e uu�uno e 24:ULC.1DEP 22.500 518.489 22.500 4 '510.000 22.500 2 25:ULC.1 DE4 22�500 233200 2Z500 4 '230700 21500 2 28:ULC.0.8oE 22.500 268.027 22.500 4 '260.952 22.500 2 27:ULC.0.0D[ 22.500 267.457 22.500 4 -285524 22500 2 28:ULC.0.6DE 22�500 2W596 22,500 4 '268.380 22.500 2 29:ULC.0.6DE 22,500 77.871 22.500 4 '70.888 22.500 2 JO�ULC'O.OD[ 22.500 458,182 22.500 4 '457.205 22.500 2 31:VLC.0.6D[ 22.500 258,596 22.500 4 '268,380 22.500 2 32:ULC.0.6D[ 22.500 267.457 22.500 4 '265.524 22.500 a 33:ULC.0.6 DE 22500 458.182 22.500 4 '457z05 22.500 2 34:ULC.0.0nE ~ 22.500 7T071 22.500 4 '76.599 22.500 2 ~100 1:+X 55.500 592.075 55.500 1 '864432 55�500 ^ 3 u:'X ^ 55,500 664432 55n00 3 -692.075 55.500 1 u:~Z 55�500 199E+3 55�500 z 4s+3 55.500 4 4:'z 55,500 4s~3 55.500 4 '3.99E+3 55.500 o eoEAoLOAo 55.500 4.9es+3 55.500 4 '4.73E~3 55.500 u 8:L|VELOAD 55.500 2.48E+3 D�UUO 2 '1.88s+3 0.000 1 7:ULC.1DEAL 55�500 4.82E+3 55.500 4 473s+3 55.500 c n:uLc.IDEAL oo�oon ^.uus+o 55.500 1 '3.53s~3 no�ono c s:uLo.1DEAL *n.noo 4.4s+3 55.500 1 'aJss+n 55,500 u 10:ULC.1ms* 55.500 4�65E+3 55.500 1 4,44s+3 55,500 2 11:ULC. 1 DsA 55.508 5�33E+3 55.500 4 '518E+5 55,500 o 12:ULC.1DE» 55,500 2A2E+3 55.500 1 '1.e4s+3 55.500 u 13:ULC.1DEP 55.500 7,72E+3 55.500 4 'T52E+3 55,500 o 1*:VLC.1 DEA 55.500 5.33E+3 55.500 4 '5.15s+8 55.500 2 15:ULC.1 DEP 55.500 4.65E+3 55�500 1 4x4E+3 55.500 2 10:ULG.1nEP 55.500 7.72E+3 55.500 4 '7.52E+3 n0000 55.500� 2 2 17:ULC.1 DEp 55.500 2.12E+3 55,500 1 -1�94E+3 18:uLC.1 nEA 55.580 *.asE+J 55.500 , '3.99E+8 55�500 2 19:UUC.1 DEA 55�500 4J1E+3 55�500 4 4.08E+3 55.500 2 Print Run 65 of 129 92 re licensed to Intelligrated Jobmle Shasta Palletizer Platform Job No Pa em SheetNo 86 Rev By MRL o*�23`Aug19 mandletizer.ST Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) . Corner Stress (psi) u (in) Corner 20:UuC.1 DEP 55.500 3.22E+3 KOOO 2 '2.59E+3 0.000 1 21:VU}.1 DE» 55.500 6,5E+3 55.500 1 '5.85E+3 55.500 2 22:ULC.1 DE* 55.500 4.71s+3 55.500 4 4.08E+3 55�500 u 23:uLo.1DE* 55.500 4.65E+3 55.500 1 '3.99E+3 no�oon a 24:ULC. 1 DEo 55,500 V.oE~J nnaOO 1 '5�85E+3 55�500 x 25:ULC.1 DEx 55.500 322E+3 0,000 2 '2.59E+3 0,000 1 26:VLC.UD[ 55.500 2.85E+3 55.500 4 '2.84E+3 55.500 2 27:ULC.0.6D[ 55�500 2.98E+3 ` 55.500 1 '2.85E+3 55.500 3 28:ULC.0.6oE 55.500 3.37E+3 55.500 4 '3.27E+3 55.500 o 29:ULC.0.6D[ 55.500 570.420 0.000 2 '465.060 0,000 1 30:ULC.0.6D[ 55.500 5,75E+3 55.500 4 '5�83E+3 55.500 2 31:ULC.0.6DF 55-500 137E+3 55.500 4 '327E+3 55a00 2 32:ULC.0.5DE 55,500 2,98E+3 55,500 1 '2.85E+3 55.508 3 33:ULC.0.6D[ 55.500 5J5E+3 55.580 4 '5.03s+3 55.500 2 84:VLC.0,15 D[ 55.500 570.428 0,080 2 485.060 . O�000 1 101 1:+X 55.500 648.677 55.500 1 '652.324 55.500 3 u:'x 55a00 052.324 55o00 3 '640.877 on000 1 5,I 55.500 513E+3 55.500 2 -3.15E+3 55�500 4 4:'z 55,500 3,15s+3 55.500 * '3.13s+3 55,500 u 5:DG4DLOAD 55.500 159E+3 55,500 1 '345E+3 55.500 2 01|VELOAD 55.500 1.08E+3 0.080 2 '121E+3 U00 1 TULC.1 DEA[ 55.500 3.59E+3 55.500 1 '3.4eE+3 55.500 2 8:VLC,1DEA1 55,580 2.70E+8 55,500 1 -Z21E+3 55.500 2 3:ULC.1 DEA[ 55,500 2.93E+3 55.500 1 '2,47E+3 55�500 2 10:ULC.1 DEP 55.500 3J0E+3 55.500 1 '3.04s+8 55.500 3 11:ULC.1DEA 55.500 4.04E+3 55.500 4 `3.8E+3 55.500 2 12:ULC.1 DEA 55,500 1 AE+3 55.500 1 '1.28s+3 n000O z 13:ULC.1 Dsp 55.500 5J9s+3 55�500 1 '5,04E+3 55a00 u 14:ULC.1 DEO 55.500 4.04E+5 55.500 4 -3.9E+3 55,500 u 15:VLC.1 DE* 55.500 3,70E+3 55.500 1 '164E+8 55.500 a 16:ULC.1 DEP ouaOO 5J9E+3 55,500 1 -5O4E+3 55,500 2 17:oLC.1 DEO 55.588 1.4s+3 55.500 1 -128s+3 55.500 2 18:ULC.1 DEp 55.500 324E+3 55.500 1 -2.78E+3 55.500 3 19:ULC.1 DEP 55.500 3.18E+3 55,500 4 '2J2E+3 55.500 2 20-uLC.1nEA 55�500 1.88E+3 0o00 e '1.23E~3 Vuoo 1 21:uLC.1 osA 55,500 aAss+s 55,500 1 -^�ocs+o no�ono u 22�oLC.1mEO 55»08 3.18E+3 55.500 4 '272s+3 55.500 o 23:ULC'1DEp 55�500 3,24E+3 55.500 1 '2J8E+3 55�500 3 24:uLC.1 DEP 55.500 4.48E+3 55.*00 1 4,02E+3 on�oOO o 25:uLC.1 VEO 55.500 1.88E+3 0.000 2 '1.23E+3 0�008 1 26:ULC.0.0D[ 55.500 2.15E+3 55,500 1 '2.07E+3 55.500 u 27:ULC.0.6DE 55o00 2.43E+3 55.500 1 '2.35s+8 55.500 3 2O:ULC.V.6DIE 55,500 Z61s+3 55,500 ^ '2�52E+3 55.500 u 28:ULC.0.6D[ 55,580 313J67 0.000 2 '241.178 0�000 1 87AAD.Pmw8ipSELECTsenono>2V.0711.8u Print Run 86 of 129 aw o re licensed to Intelligrated 93 Job No p SheetNo 87 m° Job Title Shasta Palletizer Platform Ref By IVIRL oa"'23-Auy18 File Pal|edzorSTD Da,emme Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp . Max Tens Beam LIC Length (in) Stress (Poi) d (in) Corner Stress (Poi) u (i») Cpmo, 30:ULC.0.0O[ 55�500 4.36E+3 55.500 1 4.26E+3 55.500 2 31:ULC.0.5VE 55�500 2.01E+3 55.500 * '2.52E+3 55.580 2 32:ULC.0.0O[ 55,500 2.43E+3 55�500 1 -2,35E+3 55.500 3 33:ULC.KODIE 55,500 4�36E+3 55.500 1 -4.26E+3 55.500 2 n4uLc.0�ooE 55.500 31o�n7 0.000 2 '241.178 0.000 1 . 102 . 1:+X 55�500 663,194 55.500 2 -683.134 55.500 4 2:-X 55.500 693,134 55.500 4 -663.194 55.500 2 a:+z 55.500 2.75E+3 55.500 2 '2.72s+3 55.500 4 4:'Z 55.500 2./2E+3 55�500 4 '273E+3 55.500 2 5:DEADL0AD 55.500 3.3E+3 55.508 4 -311E+8 55.500 2 &LIVELOAD 55,500 368E+3 0.000 2 '2.97E+3 0.000 1 TULC.1 DEA[ 55�500 3.3E+3 55.500 4 '311E+3 55.500 2 8:ULC.1 DEA[ 55.500 4.05E+3 0.000 2 -314E+3 0.000 1 9:uLC.1 osAc 55.500 3.13s+3 0.000 u -2.*s+3 MOO 1 10:ULC.1OEA 55.500 311E+3 55.500 1 '2,94E+3 55.508 2 11:ULC.1 DEa 55.500 3J9s+3 55.500 4 '3.57E+3 55.500 2 12:ULC.1VsA 55�500 1.4E+3 55.500 1 '12s+3 55,500 z 13:uu:.1 os* nn�aou n.us~n 55.500 4 -n.Ous+o no�ono u 14:uLC.1osp 55.500 o.ros+a 55.500 4 -3a7s+8 on�oon o 15:ULC.1 OsA 55.500 3.11E+3 55.500 1 '2.84E+3 55.500 2 16mLC.1DEp 55.500 5.2E+3 55�500 * '5,02E+3 55.500 2 17:ULC.1DEA 55.500 1,4E+3 55.500 1 '12s+8 55.508 a 18:VLC.1DE* 55.500 3.4E+3 55.500 1 -I69E+3 55.500 3 18:VLC.1 DEA 55.500 3.41E+3 55.500 4 '2.67E+3 55.500 2 20:ULC.1 DEA 55�500 3.5E+3 0.000 2 'Z76s+3 0,000 1 21:ULC.1OEA 55.500 4.47E+3 55.500 1 -3.75E+3 55.500 2 22�uLo.1 oE* oo�ouo 141s+3 55.500 4 '2.67E~3 55.508 2 23:UuC.1 DEA 55,500 3.4s+3 55�500 1 '2.89E+8 55.508 3 24:uLC.1osp so�oou 4.47s+3 55.500 1 '3,75s+3 55.500 2 25:ULC.1 osA 55.500 3.5E+3 8.000 2 '2,76s+3 0.000 1 28:ULC.0.0DE 55.500 1.98E+3 55.500 4 '1.87s+3 55.580 2 27:ULC.8.6D[ 55�500 2.03E+3 55o00 1 -1.94s+3 55.500 3 28:oLC.0.00E oo�nOO 2.47s+3 55.500 u '2.33s+3 on�xOU e 29:uLC.0.6D[ 55.500 710.573 0.000 z '585.608 0.000 1 30:ULC.0.0D[ 55.500 3.88s+3 55.580 * '378E+3 55�500 2 31:VLC.0.6o[ 55.580 2.47s+3 55�500 4 '233E+8 55�500 2 32:ULC'0,6DE 55.580 2.03E+3 55.500 1 '1.94E+3 55�500 3 33:VLC'0.6D[ 55.500 3.88E+3 55,500 4 '3J8E+3 55.500 2 34:ULC.0.6D[ 55.500 710.573 0.008 ' 2 '585.1500 0.000 1 ~- ~ 103 1:+X ` 55�580 698724' 55.500 1 '699.839 55.500 3 z:-x 55.500 6e9.839 55.500 3 '090.724 55.500 1 a:+z nn�onu 2.45s~3 55.500 2 '2.45s~3 55.500 o «:'z 55.500 2.45s~3 55.500 4 '2,45E+3 ss�ono u oosAoLVxo 55,500 161s~a no�oou 4 '2.57s~3 no�uuu 2 Print Time/Date: 03109/2019 12:43 Print Run 87 of 129 94 o w re licensed to Intelligrated Job No A-18-14089 Sheet No 88 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 6:LIVE LOAD 55.500 1.69E+3 55.500 2 -1.54E+3 55.500 4 7:ULC, 1 DEA[ 55.500 2.61E+3 55.500 4 -2.57E+3 55.500 2 8:ULC, 1 DEA[ 55.500 1.35E+3 55.500 1 -1.16E+3 55.500 9:ULC, 1 DEA[ 55.500 1.59E+3 55.500 1 -1.44E+3 55.500 2 10:ULC, 1 DEP 55.500 2.73E+3 55.500 1 -2.7E+3 55.500 3 11:ULC, 1 DEA 55.500 3.1E+3 55.500 4 -3.06E+3 55.500 2 12:ULC, 1 DEP 55.500 893.727 55.500 1 -858.970 55.500 2 13:ULC, 1 DEP 55.500 4.32E+3 55.500 4 -4.28E+3 55.500 2 14:ULC, 1 DEP 55.500 3.1E+3 55.500 4 -3.06E+3 55.500 2 15:ULC, 1 DEP 55.500 2.73E+3 55.500 1 -2.7E+3 55.500 16:ULC, 1 DEP 55.500 4.32E+3 55.500 4 -4.28E+3 55.500 2 17:ULC, 1 DEP 55.500 893.727 55.500 1 -858.970 55.500 2 18:ULC, 1 DEP 55.500 1.92E+3 55.500 1 -1.77E+3 55.500 3 19:ULC, 1 DEA 55.500 1.82E+3 55.500 4 -1.67E+3 55.500 2 20:ULC, 1 DEP 55.500 1.09E+3 0.000 2 -939.483 0.000 1 21:ULC, 1 DEP 55.500 2.74E+3 55.500 1 -2.59E+3 55.500 2 22:ULC, 1 DEP 55.500 1.82E+3 55.500 4 -1.67E+3 55.500 2 23:ULC, 1 DEP 55,500 1.92E+3 55.500 1 -1.77E+3 55.500 24:ULC, 1 DEP 55.500 2.74E+3 55.500 1 -2.59E+3 55.500 2 25:ULC, 1 DEP 55.500 1.09E+3 0.000 2 -939.483 0.000 1 26:ULC, 0.6 DE 55.500 1.56E+3 55.500 4 -1.54E+3 55.500 2 27:ULC, 0.6 DE 55.500 1.82E+3 55.500 1 -1.8E+3 55.500 3 28:ULC, 0.6 DE 55.500 2.05E+3 55.500 4 -2.03E+3 55.500 2 29:ULC, 0.6 DE 55.500 267.753 0.000 2 -247.712 0.000 30:ULC, 0.6 DE 55.500 3.28E+3 55.500 4 -3.26E+3 55.500 2 31:ULC, 0.6 DE 55.500 2.05E+3 55.500 4 -2.03E+3 55.500 2 32:ULC, 0.6 DE 55.500 1.82E+3 55.500 1 -1.8E+3 55.500 3 33:ULC, 0.6 DE 55.500 3.28E+3 55.500 4 -3.26E+3 55.500 2 34:ULC, 0.6 DE 55.500 267.753 0,000 2 -247.712 0.000 1 104 1:+X 55.500 716.664 55.500 2 -713.862 55.500 4 2:-X 55.500 713.862 55.500 4 -716.664 55.500 2 3:+Z 55.500 2.74E+3 55.500 2 -2.73E+3 55.500 4 4:-Z 55.500 2.73E+3 55.500 4 -2.74E+3 55.500 2 5:DEAD LOAD 55.500 3.27E+3 55.500 4 -3.17E+3 55.500 2 6:LIVE LOAD 55.500 2.81E+3 0.000 2 -2.43E+3 0.000 7:ULC, 1 DEAL 55.500 3.27E+3 55.500 4 -3.17E+3 55.500 2 8:ULC, 1 DEA[ 55.500 2.84E+3 55.500 1 -2.36E+3 55.500 3 9:ULC, 1 DEA[ 55.500 2.85E+3 55.500 1 -2.47E+3 55.500 2 10:ULC, 1 DEP 55.500 3.34E+3 55.500 1 -3.23E+3 55.500 11:ULC, 1 DEA 55.500 3.77E+3 55.500 4 -3.67E+3 55.500 2 12:ULC, 1 DEP 55.500 1.36E+3 55.500 1 -1.25E+3 55.500 2 13:ULC, 1 DEP 55.500 5.19E+3 55.500 4 -5.09E+3 55.500 2 14:ULC, 1 DEP 55.500 3.77E+3 55.500 4 -3.67E+3 55.500 2 15:ULC, 1 DEP 55.500 3.34E+3 55.500 1 -3.23E+3 55.500 3 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 88 of 129 95 Software licensed to Intelligrated Job No heet No 89 Rev Pa nm By IVIRL »ItI23-Aug18 mo pa|leUzecGTD o*em"e 03-Sup-201812:41 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (i») Corner Stress (psi) u (in) Corner ~ 16:VLC.1nEP- 55.500 519E+3 55.500 4 -5.09E+3 55.500 2 17:VLC.1DE4 55.500 1.36E+3 55�500 1 '125E+3 55,500 2 18:ULC.1DEP 55.500 3,19E+3 55.580 1 -2,8E+3 55�500 5 19:ULC.1DEA 55.500 314E+3 55�500 4 '2.70E+3 55.500 2 20:uLC.1VEp 55,500 2.52E+3 O�OUU 2 '2.13E+3 0.000 1 21:VLC.1DsP 55�500 42E+3 55,500 1 '3.82E+3 55500 2 22:ULC.1 oG^ 55.500 3.14E+3 55.500 4 '276E+3 55.500 2 23:UuC.1 DsP 55�500 3.18s+3 55.500 1 '2.0E+3 55.500 3 24:UuC.1 OsP 55.500 4.2s+3 55.500 1 '3.82E+3 55.500 2 25:ULC.1Ds* 55.500 2.52s+3 0.000 2 '2J3E+3 0.000 1 20:ULC.0.0O[ 55.500 1.90E+5 55.500 4 '1.8E+3 5i500 2 27:ULC 0.8DE 55�500 2.18E+3 55.500 1 '2.12E+3 55.500 3 28:ULC.0.6D[ 55�500 2.40s+3 55.500 4 '24E+3 55,500 2 29:ULC.0.6mE 55.500 589.837 0.000 z '522.050 o�000 1 30:ULC.0.6D[ 55.500 3.88E+3 55.500 4 '3.82E+3 55�500 2 31:ULC.8.8O[ 55.508 2.40E+3 55.500 4 '2,4E+3 55�500 2 32:ULC.0.5D[ 55�500 2.18E+8 55.500 1 '2.12s+3 oo�oOV 3 33:UuC.0.8D[ 55.500 3.88E+3 55.500 4 '182E+3 55.500 2 3w:VLC.O.6DIE 55.500 5W837 ' O�O0 � -522.050 0.000 1 105 1:+X 55,500 654.972 55�500 2 -612.188 55.500 4 o:-X 55�500 612.198 55.500 4 '654.872 55500 2 a:+Z oo�000 n.zos+n 55,500 o '3,24E+3 *o�son ^ *:'Z *o�000 3.24s+3` 55.500 4 '3,25s+3 oo�oon 2 5:DEADLOxD 55,500 3.35E+3 55.500 4 '3,23E+3 55.500 2 Vi|VELOAV 55.500 1.8E+3 55.500 2 '1.39E+3 55.500 4 7:ULC.1DEA[ 55.500 3.35E+3 55.500 4 '3.23s+8 55.500 2 8:VLC.1 DE81 55.500 1.96E+3 55.500 , '1.43E+3 55.500 2 9:ULC.1 DEA[ 55.500 2.3E+3 55,500 1 '1.88E+3 55�500 2 10:ULC.1DEP 55.500 123E+3 55.500 1 '3.08E+5 oo�nVV 3 11:VLC.1DEA 55�500 3.78E+3 55.500 « '3.88E+3 55.500 2 12:VLC.1DEP 55�500 1.08E+3 55.500 4 '956.486 55.500 2 13:ULC.1DEP 55.500 5.61E+3 55.500 4 '5.51E+3 55.500 2 1*:VLC.1 DE* W500 3J8E+3 55.500 * '3.69E+3 55.500 z 15:VLC.1 OEA 55�500 3.23E+3 55.500 1 '100E+3 55.500 3 10:oLC.1DEP 55.500 5,61E+8 55.500 4 '5.51E+3 55.500 2 17:ULC.1 nEA 55.500 1.08E+3 55.500 * -956.488 55.500 2 18,]LC,1 nEA 55,500 l41E+3 55.500 1 '1.95E+3 55.500 3 19:ULC.1 DEP 55.500 2.63E+3 55.580 4 '2.23E+3 55.500 2 2IULC,1DEp 55.500 1.5s+3 0.800 2 '1.07s+3 0.000 1 zn:uLC 1 os* *saOo 4s~3 55.*00 4 -3.58E+3 *5.500 u 22:uuo.1ms* 55.500 o.eos+a uu000 4 -2.23s+3 55.500 u 23:uuC.1osP 55.500 2.4s+3 no�nnn 1 -1.95s~3 55.500 o 24uLo. I msp 55.500 4s+3 55.500 4 'o.nVs+u no�noo z 25:ULC.1 DEP 55.500 1�5E+3 n�noo 2 '1.07s+3 0.000 1 Print Time/Date: 03/0912019 12:43 Print Run 89 of 129 96 Software licensed to Intelligrated Job No mm 90 Rev Job Title Shasta Rg|eUzorPlatform nm By nleRu|enzer.GTD Beam Combined Axial and Bend~nq Stresses Su0000ary Cont... Max Comp Max Tens Beam L/C Length (m) Stress (psi) d (in) Corner Stress (Psi) d (i») Corner 20:ULC.0.6Of 55.500 2.01E+3 55.500 4 '1.94E+3 55.500 2 27:ULC,0.6 DE 55.500 208E+3 55.500 1 -1.99E+3 55.500 3 28:UuC.0.8oE 55.500 2.44s+3 55500 4 '2.4s+3 55.500 c 29:ULC.0.6DE 55.500 374.889 32.375 2 -295.617 32.375 4 30:ULC.0.6DE 55.500 427E+3 55.500 4 422E+3 55.500 2 31:ULC.0.6D[ 55.500 2.44E+3 55.500 4 '2.4E+3 55.500 2 32:VLC.0.6DE 55.500 2,08E+3 55.500 1 '1.99E+3 55,500 8 33:ULC.0.0oE s*.auo 4.e7s+3 55.500 4 422s+3 55.500 e 34:ULC.0.6O[ 55.500 374.889 32.375 2 -295.817 32.375 4 106 1:+X 04.000 -546,674 64.000 2 2:'X 04.000 546.074 64.000 2 O:+Z 64,000 2.52E+3 64.000 3 -1.36E+3 64.000 1 4:'Z 84.000 1.80E+3 64.000 1 '2.52E+3 64.000 3 5:OEAOLOAD 04.000 113E+5 0.000 3 -2.6E+3 0.000 1 611VELOAD 64.000 8.02E+3 0.000 3 -3.40E+3 0.000 1 TULC.1 DEAL 04.000 3.13E+3 0.000 3 '2.6E+3 0.000 1 8:ULC.1 DEAL 64.000 4.96E+3 0.000 3 4.89E+3 0.000 1 9:ULC.1 DEAL 04.000 4.5E+3 0.000 3 '4.32E+3 0.008 1 10:uLC.1 oeP n^.ono c.noe+o nono n 'uoE+a uonn 1 11:VLC. 1 nEA 84.000 3.38E+3 0.000 3 -2.41E+8 0,000 1 12:ULC.1 DEP 04.000 1.94E+3 0.000 3 '1.08E+3 0.000 1 13:ULC.1 DEP 64.000 4.31E+3 0.000 3 -3.53E+3 0.000 1 14:ULC.1DEP 64,000 3.30E+3 0.000 3 '141E+3 0.000 1 15:ULC.1 DEP 04.008 2.09E+3 0.000 3 '2.8E+3 0.000 1 16:ULC.1 DEf 84.000 4.31E+3 0.000 3 '3.53E+3 0.000 1 17:ULC.1DEP 64.000 1.94E+3 0.000 3 1.08E+3 0.000 1 18:ULC.1OEA 64.000 4.33E+3 0.000 3 '4.46E+3 0.000 1 19:VLC.Ioe* 64.800 4.88E+3 0.000 3 '4.17E+3 8.000 1 20:ULC.1 DEA 04.000 371E+3 0.000 3 '372E+3 0.000 1 21:VLC.1oe^ 64,000 5.38E+3 0.000 J '5.01E+0 0,000 1 22:ULC.1 DEP 64.000 4.88s+3 0.000 3 4.17E+3 0.000 1 23:ULC.1DEP 84.000 *.33E+3 0.000 3 4.46E+3 0.000 1 24:ULC.1DEP 64.000 5.39E+3 0.000 3 '5.01E+3 0.000 1 25:ULC.1DEA 64.000 371E+3 0.000 3 '372E+8 0.000 1 26:VLC.0,6QE 04,000 1.88E+3 0.000 3 '1.56E+3 0,000 1 27:ULC.0.6D[ 64.000 1.04E+3 0.000 3 '1J0E+3 0.008 1 28:ULC.0.6me 84.000 211E+3 0.000 3 -1.37E+3 0.000 1 28:ULC.8.6DE 64.000 811.368 04.000 3 '039275 0.000 1 30:ULC.0.0Ds 64.000 3.00s+3 0.000 3 '2J1E+3 64.000 3 31:V/�0.0[E 04,000 2.11E+3 0,000 3 4.37E+3 0,000 1 32:ULC 0.6D[ 64.000 1.64E+3 0.00 3 476E+3 0.00 1 33:ULC.0.6DE 84.000 3.00E+3 0.000 3 '2.71E+3 64.000 3 34:ULC n.ODF 64o00 81/.368 64.000 3 -639275 0.000 1 Print Time/Date: 03/09/2019 12:43 Print Run 90 of 129 87 Software licensed to Intelligrated Job No SheetNo 91 Rev np Job Title Shasta Palletizer Platform m« By MRL oat'23-Aug19 cwGRT m°Rd|euzocGTD o*"m"e 03-Sep-201912:41 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Comp . Max Tens Beam L/C Length _ (i») Stress (psi) d (|») Corner Stress (psi) d (in) Corner 2:-X 2.000 403.413 Z000 4 -85.418 2.000 2 n:+Z 2�000 1.50E+3 0.000 1 '2.15E+3 0.008 8 4:-Z 2�000 2.15E+8 0.000 8 '1,56E+3 0�000 1 5:DEADLOAD 2,000 274E+3 0.000 8 '2,84E+3 2.000 2 o:uvsLoAo znuo 4.53E+3 0.000 4 '6.87E+3 V.00O 1 7:ULC.1 DEA[ 1000 2.74E+3 0.000 3 '2.84s+3 2.000 2 8:ULC.1DEA[ 2.000 6.76E+3 1000 3 '92E+3 2.000 2 9:ULC.1DEA[ 1000 5.63E+3 0�800 3 '7.56E+3 2.000 2 10:ULC.1 DEA 2.000 2.44E+3 0.000 3 '2JE+3 0,000 1 11:ULC.1 OEA 2.000 3.04E+3 0.000 O '2JE+3 2.000 2 12:ULC.1 DEA 2.000 1J8E+3 2.000 4 '2.19E+3 2,000 2 13:ULC.1DEA 2.000 424E+3 8.000 3 '3.65E+3 0�000 1 14:ULC.1DEA 2.000 304E+3 0.000 3 '2.7E+3 2.000 2 15:uLC.1 osp 1000 2.44s+3 0.000 3 '2Js+3 0,000 , 18:ULC.1 DEA 2.000 4.24E+3 0.000 3 '3.05E+3 0,000 1 17:ULC.1 osA 2�000 1J8E+3 2.000 4 '218E+3 2�000 2 18:ULC.1 DEA 2.000 5.47E+8 0.000 3 -T51E+3 2.000 u 19:ULC.1msA 2.000 5.82E+3 2.000 4 '7.0E+3 e.000 2 20:ULC.1 oEA 2.000 5.28E+3 0.000 3 'r23E+3 2�000 o 21:ULC. 1 OEA 2.000 U2E+3 2.000 4 '7.89E+3 2�000 2 22:ULC'1 os» 2.000 5.82E+3 2�000 4 '7.8E+3 2000 2 23:ULC.1 DEA 2.000 5.47E+3 0.000 8 '7.51E+3 2,000 2 24:ULC.1 DEA 2.000 8.02E+3 2000 4 'T89E+3 2.000 2 25:ULC.1 OEp 1000 528E+5 0.000 3 '7.25E+3 2.080 2 26:ULC.0.0D[ 2.000 1.84E+3 0.000 3 '1.58s+3 2.000 2 27:ULC.0.6DE 2�000 1.34E+3 0,000 3 '1.07E+3 0.000 1 28:ULC.V.6DIE 2.000 1.95s+8 0.000 3 1�64E+3 1000 2 29:ULC.0.6OE 2.000 873.400 0.000 J -1.10E+3 0.000 1 3O:oLC.O.oDIE 2,000 3.15s+3 0.000 3 '2.63E+3 0.000 1 31:ULC.V.6DIE 2.000 1.95s+3 0o00 3 '1.64E+3 2.000 2 3z:ULC.0.6DIE 2o00 1.3*s+3 0�000 3 '1.57E+3 0.000 1 33:ULC.0.6D[ 2.000 315E+3 V�OOO 8 '2,63E+3 0.000 1 34:ULC.0.0o[ 2.000 873.400 0.000 3 , 118s+3 0�000 1 108 1:+X 0.850 14.743 0.850 2 420.280 0,850 4 z:'X 0.850 426z00 0.850 4 14743 0�850 o 3:+z 0.050 1�7E+3 0�1000 1 '2.43E+3 0.000 % 4:'z 0.850 2.43E+3 0�000 z '1.7E+3 0.000 1 5:DEADLOAD O�850 2J4s+3 0.850 4 '3.33E+3 O�850 2 011vsL0Am OVoO 0.32E+3 0.858 4 '11.3E+3 0.850 2 7:ULC.1DEA[ 0.050 2.74E+3 0.850 4 '3.33E+3 U50 2 0:ULC.1DEAc O�850 9.06s+3 0.850 4 14.6E+3 0.850 o 9:ULC.1nEAc 0.850 7.48E+3 0.950 4 '11.8E+3 0.850 u 10:ULC.I oE^ 0.850 2�59E+3 0.000 3 '332s+3 0.850 o 1I:ULC.1oEA 0.050 3.04E+3 o�950 4 -3,34E+3 0.850 2 Print Time/Date: 0310912019 12:43 Print Run 91 of 129 98 Software licensed to Intelligrated Job No A-18-14089 Sheet No 92 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Detc23-Aug-19 Chd SRT Client File Palletizer.STD Daterhme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEA 0.850 2.28E+3 0.850 4 -3.28E+3 0.850 2 13:ULC, 1 DEP 0.850 4.36E+3 0.000 3 -3.77E+3 0.000 1 14:ULC, 1 DEP 0.850 3.04E+3 0.850 4 -3.34E+3 0.850 2 15:ULC, 1 DEP 0.850 2.59E+3 0.000 3 -3.32E+3 0.850 2 16:ULC, 1 DEP 0.850 4.36E+3 0.000 3 -3.77E+3 0.000 1 17:ULC, 1 DEA 0.850 2.28E+3 0.850 4 -3.28E+3 0.850 2 18:ULC, 1 DEP 0.850 7.26E+3 0.850 4 -11.8E+3 0.850 2 19:ULC, 1 DEP 0.850 7.71E+3 0.850 4 -11.8E+3 0.850 2 20:ULC, 1 DEP 0.850 7.14E+3 0.850 4 -11.8E+3 0.850 2 21:ULC, 1 DEP 0.850 7.83E+3 0.850 4 -11.8E+3 0.850 2 22:ULC, 1 DEP 0.850 7.71E+3 0.850 4 -11.8E+3 0.850 2 23:ULC, 1 DEP 0.850 7.26E+3 0.850 4 -11.8E+3 0.850 2 24:ULC, 1 DEP 0.850 7.83E+3 0.850 4 -11.8E+3 0.850 2 25:ULC, 1 DEP 0.850 7.14E+3 0.850 4 -11.8E+3 0.850 2 26:ULC, 0.6 DE 0.850 1.65E+3 0.850 4 -2E+3 0.850 2 27:ULC, 0.6 DE 0.850 1.53E+3 0.000 3 -1.99E+3 0.850 2 28:ULC, 0.6 DE 0.850 1.94E+3 0.850 4 -2.01E+3 0.850 2 29:ULC, 0.6 DE 0.850 1.19E+3 0.850 4 -1.95E+3 0.850 2 30:ULC, 0.6 DE 0.850 3.3E+3 0.000 3 -2.74E+3 0.000 1 31:ULC, 0.6 DE 0.850 1.94E+3 0.850 4 -2.01E+3 0.850 2 32:ULC, 0.6 DE 0.850 1.53E+3 0.000 3 -1.99E+3 0.850 2 33:ULC, 0.6 DE 0.850 3.3E+3 0.000 3 -2.74E+3 0.000 34:ULC, 0.6 DE 0.850 1.19E+3 0.850 4 -1.95E+3 0.850 2 109 1:+X 56.520 11.060 56.520 2 -399.552 56.520 4 2:-X 56.520 399.552 56.520 4 -11.060 56.520 2 3:+Z 56.520 2.26E+3 0.000 1 -2.44E+3 56.520 3 4:-Z 56.520 2.44E+3 56.520 3 -2.26E+3 0.000 1 5:DEAD LOAD 56.520 2.66E+3 56.520 3 -2.58E+3 56.520 1 6:LIVE LOAD 56.520 10.7E+3 0.000 2 -9.05E+3 56.520 2 7:ULC, 1 DEA( 56.520 2.66E+3 56.520 3 -2.58E+3 56.520 1 8:ULC, 1 DEA( 56.520 11.8E+3 0.000 2 -11.3E+3 56.520 2 9:ULC, 1 DEA[ 56.520 9.08E+3 0.000 2 -9.05E+3 56.520 2 10:ULC, 1 DEP 56.520 2.61E+3 56.520 3 -2.8E+3 56.520 1 11:ULC, 1 DEA 56.520 2.72E+3 56.520 3 -2.37E+3 56.520 1 12:ULC, 1 DEP 56.520 2.61E+3 0.000 2 -2.38E+3 56.520 2 13:ULC, 1 DEP 56.520 4.37E+3 56.520 3 -3.77E+3 56.520 1 14:ULC, 1 DEP 56.520 2.72E+3 56.520 3 -2.37E+3 56.520 1 15:ULC, 1 DEP 56.520 2.61E+3 56.520 3 -2.8E+3 56.520 16:ULC, 1 DEP 56.520 4.37E+3 56.520 3 -3.77E+3 56.520 1 17:ULC, 1 DEP 56.520 2.61E+3 0.000 2 -2.38E+3 56.520 2 18:ULC, 1 DEA 56.520 8.94E+3 0.000 2 -9.04E+3 56.520 2 19:ULC, 1 DEP 56.520 9.21E+3 0.000 2 -9.06E+3 56.520 2 20:ULC, 1 DEP 56.520 10.3E+3 0,000 2 -9.13E+3 56.520 2 21:ULC, 1 DEP 56.520 7.89E+3 0.000 2 -8.97E+3 56.520 2 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 92 of 129 99 Software licensed to Intelligrated Job No A-18-14089 Sheet No 93 Part • Rev Job Title Shasta Palletizer Platform Ref By MRL Dat'23-Aug-19 CM SRT Client File Palletizer.STD DatelThm 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEP 56.520 9.21E+3 0.000 2 -9.06E+3 56.520 2 23:ULC, 1 DEP 56.520 8.94E+3 0.000 2 -9.04E+3 56.520 2 24:ULC, 1 DEP 56.520 7,89E+3 0.000 2 -8.97E+3 56,520 25:ULC, 1 DEP 56,520 10.3E+3 0.000 2 -9.13E+3 56.520 2 26:ULC, 0.6 DE 56.520 1.6E+3 56.520 3 -1.55E+3 56.520 27:ULC, 0.6 DE 56.520 1.54E+3 56.520 3 -1.77E+3 56.520 1 28:ULC, 0.6 DE 56.520 1.69E+3 56.520 3 -1.37E+3 56.520 1 29:ULC, 0.6 DE 56.520 2.2E+3 0.000 2 -1.47E+3 56.520 2 30:ULC, 0.6 DE 56.520 3.31E+3 56.520 3 -2.74E+3 56.520 1 31:ULC, 0.6 DE 56.520 1.69E+3 56.520 3 -1.37E+3 56.520 1 32:ULC, 0.6 DE 56.520 1.54E+3 56.520 3 -1.77E+3 56.520 1 33:ULC, 0.6 DE 56.520 3.31E+3 56.520 3 -2.74E+3 56.520 34:ULC, 0.6 DE 56.520 2.2E+3 0.000 2 -1.47E+3 56.520 2 110 1:+X 30.630 -598.341 0.000 1 2:-X 30.630 598.341 0.000 3:+Z 30.630 2.26E+3 30.630 2 -2.04E+3 0.000 2 4:-Z 30.630 2.04E+3 0.000 2 -2.26E+3 30.630 2 5:DEAD LOAD 30.630 1.6E+3 30.630 3 -2.1E+3 0.000 2 6:LIVE LOAD 30.630 10.7E+3 30.630 2 -14.9E+3 0.000 2 7:ULC, 1 DEAL 30,630 1.6E+3 30.630 3 -2.1E+3 0.000 2 8:ULC, 1 DEAL 30.630 11.8E+3 30.630 2 -17.1E+3 0.000 2 9:ULC, 1 DEA[ 30.630 9.07E+3 30.630 2 -13.3E+3 0.000 2 10:ULC, 1 DEA 30.630 1.44E+3 30.630 3 -2.52E+3 0.000 2 11:ULC, 1 DEA 30.630 1.75E+3 30.630 3 -1.69E+3 0.000 2 12:ULC, 1 DEP 30.630 2.61E+3 30.630 2 -3.53E+3 0.000 2 13:ULC, 1 DEP 30.630 963.764 30.630 3 -895.270 30.630 1 14:ULC, 1 DEP 30.630 1.75E+3 30.630 3 -1.69E+3 0.000 2 15:ULC, 1 DEP 30.630 1.44E+3 30.630 3 -2.52E+3 0.000 2 16:ULC, 1 DEA 30.630 963.764 30.630 3 -895.270 30.630 17:ULC, 1 DEP 30.630 2.61E+3 30.630 2 -3.53E+3 0.000 2 18:ULC, 1 DEP 30.630 8.95E+3 30.630 2 -13.6E+3 0.000 2 19:ULC, 1 DEP 30.630 9.19E+3 30.630 2 -13E+3 0.000 2 20:ULC, 1 DEP 30.630 10.3E+3 30.630 2 -14.4E+3 0.000 2 21:ULC, 1 DEP 30.630 7.88E+3 30.630 2 -12.2E+3 0.000 2 22:ULC, 1 DEA 30.630 9.19E+3 30.630 2 -13E+3 0.000 2 23:ULC, 1 DEP 30.630 8.95E+3 30.630 2 -13.6E+3 0.000 2 24:ULC, 1 DEP 30.630 7.88E+3 30.630 2 -12.2E+3 0.000 2 25:ULC, 1 DEP 30.630 10.3E+3 30.630 2 -14.4E+3 0.000 2 26:ULC, 0.6 DE 30.630 958.963 30.630 3 - .26E+3 0.000 2 27:ULC, 0.6 DE 30.630 803.446 30.630 3 -1.68E+3 0.000 2 28:ULC, 0.6 DE 30.630 1.11E+3 30.630 3 -849.073 0.000 2 29:ULC, 0.6 DE 30.630 2.2E+3 30.630 2 -2.69E+3 0.000 2 30:ULC, 0.6 DE 30.630 743.582 30.630 4 -968.143 30.630 2 31:ULC, 0.6 DE 30.630 1.11E+3 30.630 3 -849.073 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD,Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 93 of 129 100 Job No Sheet No 94 Rev n* Job Title Shasta palletizerPlatform Ref By IVIRL oa'E23-Aug-18 mmGRT mvpalletizecS0 Beam Combined Axial and Bendinq Stresses Summary Cont... Max Print Time/Date: 03/0912019 12:43 Print Run 94 of 129 101 re licensed to Intelligrated Job No A-18-14089 Sheet No 95 Rev Part Job Title Shasta Palletizer Platform Ref By MRL oaiE23-Aug_1Chd SRT Client File Palletizer.STD Date!Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Comer Stress (psi) d (in) Corner 8:ULC, 1 DEA[ 88.000 6.76E+3 0.000 3 -5.85E+3 0.000 1 9:ULC, 1 DEA( 88.000 5.53E+3 0.000 3 -4.71E+3 0.000 10:ULC, 1 DEP 88.000 1.75E+3 88.000 2 -1.35E+3 51.333 11:ULC, 1 DEA 88.000 2.16E+3 0.000 2 -1.24E+3 0.000 12:ULC, 1 DEA 88.000 2.21E+3 0.000 3 -1.58E+3 0.000 1 13:ULC, 1 DEP 88.000 1.53E+3 88.000 2 -1.2E+3 44.000 14:ULC, 1 DEP 88.000 2.16E+3 0.000 2 -1.24E+3 0.000 15:ULC, 1 DEA 88.000 1.75E+3 88.000 2 -1.35E+3 51.333 16:ULC, 1 DEP 88.000 1.53E+3 88.000 2 -1,2E+3 44.000 17:ULC, 1 DEA 88.000 2.21E+3 0.000 3 -1.58E+3 0.000 18:ULC, 1 DEP 88.000 5.29E+3 0.000 3 -4.74E+3 0.000 19:ULC, 1 DEP 88.000 5.77E+3 0,000 3 -4.67E+3 0.000 1 20:ULC, 1 DEP 88.000 5.81E+3 0.000 3 -4.93E+3 0.000 1 21:ULC, 1 DEP 88.000 5.26E+3 0.000 3 -4.48E+3 0.000 22:ULC, 1 DEP 88.000 5.77E+3 0.000 3 -4.67E+3 0.000 23:ULC, 1 DEP 88.000 5.29E+3 0.000 3 -4.74E+3 0.000 1 24:ULC, 1 DEA 88.000 5.26E+3 0.000 3 -4.48E+3 0.000 25:ULC, 1 DEP 88.000 5.81E+3 0.000 3 -4.93E+3 0.000 26:ULC, 0.6 DE 88.000 1.11E+3 0.000 2 -770.903 0.000 27:ULC, 0.6 DE 88.000 1.08E+3 88.000 2 -850.232 44.000 28:ULC, 0.6 DE 88.000 1.43E+3 0.000 2 -721.454 0.000 29:ULC, 0.6 DE 88.000 1,47E+3 0.000 3 -1.07E+3 0.000 30:ULC, 0.6 DE 88.000 861.460 88.000 2 -711,658 44.000 31:ULC, 0.6 DE 88.000 1,43E+3 0,000 2 -721,454 0.000 32:ULC, 0.6 DE 88.000 1.08E+3 88.000 2 -850.232 44.000 33:ULC, 0.6 DE 88.000 861.460 88.000 2 -711,658 44.000 34:ULC, 0.6 DE 88.000 1.47E+3 0.000 3 -1.07E+3 0.000 1 113 1:+X 0.750 101,326 0.750 2 -253.838 0.750 1 2:-X 0.750 253.838 0.750 1 -101.326 0.750 2 3:+Z 0.750 574.717 0.750 3 -444.560 0.750 4:-Z 0.750 444.560 0.750 1 -574.717 0.750 5:DEAD LOAD 0.750 1.86E+3 0.000 2 -1.32E+3 0.000 6:LIVE LOAD 0.750 6.21E+3 0.000 3 -5.19E+3 0.000 7:ULC, 1 DEAL 0.750 1.86E+3 0.000 2 -1.32E+3 0.000 8:ULC, 1 DEM 0.750 8.07E+3 0.000 3 -6.5E+3 0.000 9:ULC, 1 DEAC 0.750 6.52E+3 0.000 3 -5.21E+3 0.000 10:ULC, 1 DEP 0.750 1.8E+3 0.000 3 -1.44E+3 0.000 11:ULC, 1 DEA 0.750 1.93E+3 0,000 2 -119E+3 0.000 12:ULC, 1 DEP 0.750 2,26E+3 0.000 3 -1.63E+3 0.000 13:ULC, 1 DEA 0.750 1,47E+3 0.000 2 -1E+3 0.000 14:ULC, 1 DEA 0.750 1,93E+3 0.000 2 -1.19E+3 0.000 15:ULC, 1 DEA 0.750 1.8E+3 0,000 3 -1.44E+3 0.000 16:ULC, 1 DEP 0.750 1.47E+3 0.000 2 -1E+3 0.000 1 17:ULC, 1 DEP 0.750 2.26E+3 0.000 3 -1.63E+3 0.000 Print Time(Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 95 of 129 102 Software licensed to Intelligrated Job No Sheet No A-18-14089 96 Rev Part Job Title Shasta Palletizer Platform Ref By MRL E)t€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (Psi) d (in) Corner 18:ULC, 1 DEP 0.750 6.47E+3 0.000 3 -5.3E+3 0.000 1 19:ULC, 1 DEP 0.750 6.57E+3 0.000 3 -5.11E+3 0.000 1 20:ULC, 1 DEP 0.750 6.81E+3 0.000 3 -5.44E+3 0.000 21:ULC, 1 DEP 0,750 6.22E+3 0.000 3 -4.97E+3 0.000 22:ULC, 1 DEP 0.750 6.57E+3 0.000 3 -5.11E+3 0.000 23:ULC, 1 DEA 0.750 6.47E+3 0.000 3 -5.3E+3 0.000 1 24:ULC, 1 DEP 0.750 6.22E+3 0.000 3 -4.97E+3 0.000 1 25:ULC, 1 DEP 0.750 6.81E+3 0.000 3 -5.44E+3 0.000 1 26:ULC, 0.6 DE 0.750 1.12E+3 0.000 2 -789.252 0.000 1 27:ULC, 0.6 DE 0.750 1.05E+3 0.000 3 -911.193 0.000 1 28:ULC, 0.6 DE 0,750 1.18E+3 0.000 2 -667.311 0,000 1 29:ULC, 0.6 DE 0.750 1.51E+3 0.000 3 -1.1E+3 0.000 30:ULC, 0.6 DE_. 0,750 723.007 0.000 2 -478.780 0.000 31:ULC, 0.6 DE 0.750 1.18E+3 0.000 2 -667.311 0.000 32:ULC, 0,6 DE 0.750 1.05E+3 0.000 3 -911.193 0.000 1 33:ULC, 0.6 DE 0.750 723.007 0.000 2 -478.780 0.000 1 34:ULC, 0.6 DE 0.750 1.51E+3 0.000 3 -1.1E+3 0.000 114 1:+X 1.250 -418.869 0.000 1 2:-X 1.250 418.869 0.000 3:+Z 1.250 563.296 1.250 3 -468.782 0.000 4:-Z 1.250 468.782 0.000 1 -563.296 1.250 5:DEAD LOAD 1.250 1.86E+3 1.250 3 -1.32E+3 1.250 1 6:LIVE LOAD 1.250 6.22E+3 1.250 3 -5.19E+3 1.250 1 7:ULC, 1 DEAL 1.250 1.86E+3 1.250 3 -1.32E+3 1.250 1 8:ULC, 1 DEAL 1.250 8.08E+3 1.250 3 -6.51E+3 1.250 9:ULC, 1 DEAL 1.250 6.53E+3 1.250 3 -5.21E+3 1.250 1 10:ULC, 1 DEP 1.250 1.8E+3 1.250 3 -1.44E+3 1,250 11:ULC, 1 DEA 1.250 1.93E+3 1.250 3 -1.2E+3 1.250 12:ULC, 1 DEP 1.250 2.26E+3 1.250 3 -1,63E+3 1.250 13:ULC, 1 DEP 1.250 1.47E+3 1.250 3 -1.01E+3 1.250 1 14:ULC, 1 DEP 1.250 1.93E+3 1.250 3 -1.2E+3 1.250 1 15:ULC, 1 DEP 1.250 1.8E+3 1.250 3 -1.44E+3 1.250 1 16:ULC, 1 DEP 1.250 1.47E+3 1.250 3 -1.01E+3 1.250 1 17:ULC, 1 DEP 1.250 2.26E+3 1.250 3 -1.63E+3 1.250 1 18:ULC, 1 DEP 1.250 6.48E+3 1.250 3 -5.3E+3 1.250 1 19:ULC, 1 DEP 1.250 6.57E+3 1.250 3 -5.12E+3 1.250 20:ULC, 1 DEP 1.250 6.82E+3 1.250 3 -5,44E+3 1.250 21:ULC, 1 DEP 1.250 6.23E+3 1.250 3 -4.98E+3 1.250 1 22:ULC, 1 DEA 1.250 6.57E+3 1.250 3 -5.12E+3 1.250 23:ULC, 1 DEP 1.250 6.48E+3 1.250 3 -5.3E+3 1.250 1 24:ULC, 1 DEP 1.250 6.23E+3 1.250 3 -4.98E+3 1.250 1 25:ULC, 1 DEP 1.250 6.82E+3 1.250 3 -5.44E+3 1.250 1 26:ULC, 0.6 DE 1.250 1.12E+3 1.250 3 -789.554 1.250 1 27:ULC, 0.6 DE 1.250 1.06E+3 1.250 3 -910.100 1.250 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 96 of 129 10 Software licensed to Intelligrated b No A-18-14089 Sheet No 97 Rev Part Job Title Shasta Palletizer Platform Ref By MRL D8te23-Aug-19 Chd SRT Client Filo Palletizer.STD Datcfrime 03-Sep-20 9 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 1.250 1.18E+3 1.250 3 -669.008 1.250 1 29:ULC, 0.6 DE 1.250 1.51E+3 1.250 3 -1.1E+3 1.250 1 30:ULC, 0.6 DE 1.250 723.847 1.250 3 -479.002 1.250 1 31:ULC, 0.6 DE 1.250 1.18E+3 1.250 3 -669.008 1.250 1 32:ULC, 0.6 DE 1.250 1.06E+3 1.250 3 -910.100 1.250 1 33:ULC, 0.6 DE 1.250 723.847 1.250 3 -479.002 1.250 1 34:ULC, 0.6 DE 1.250 1.51E+3 1.250 3 -1.1E+3 1.250 1 115 1:+X 48.750 130.491 48.750 2 -231.343 48.750 1 2:-X 48.750 231.343 48.750 1 -130.491 48.750 2 3:+Z 48.750 403.297 48.750 3 -386.243 48.750 1 4:-Z 48.750 386.243 48.750 1 -403.297 48.750 3 5:DEAD LOAD 48.750 1.26E+3 48.750 3 -1.04E+3 48.750 1 6:LIVE LOAD 48.750 4.38E+3 48.750 3 -4.42E+3 48.750 7:ULC, 1 DEM 48.750 1.26E+3 48.750 3 -1.04E+3 48.750 1 8:ULC, 1 DEM 48.750 5.47E+3 48.750 3 -5.29E+3 48.750 1 9:ULC, 1 DEAL 48.750 4.41E+3 48.750 3 -4.22E+3 48.750 1 10:ULC, 1 DEP 48.750 1.35E+3 48.750 3 -1.2E+3 48.750 1 11:ULC, 1 DEA 48.750 1.17E+3 48.750 3 -878.836 48.750 1 12:ULC, 1 DEP 48.750 1.52E+3 48.750 3 -1.29E+3 48.750 13:ULC, 1 DEP 48.750 999.098 48.750 3 -791.590 48.750 14:ULC, 1 DEP 48.750 1.17E+3 48.750 3 -878.836 48.750 1 15:ULC, 1 DEP 48.750 1.35E+3 48.750 3 -1.2E+3 48.750 1 16:ULC, 1 DEP 48.750 999.098 48.750 3 -791.590 48.750 1 17:ULC, 1 DEP 48.750 1.52E+3 48.750 3 -1.29E+3 48.750 1 18:ULC, 1 DEP 48.750 4.48E+3 48.750 3 -4.35E+3 48.750 1 19:ULC, 1 DEP 48.750 4.35E+3 48.750 3 -4.1E+3 48.750 20:ULC, 1 DEP 48.750 4.61E+3 48.750 3 -4.41E+3 48.750 21:ULC, 1 DEP 48.750 4.22E+3 48.750 3 -4.04E+3 48.750 1 22:ULC, 1 DEP 48.750 4.35E+3 48.750 3 -4.1E+3 48.750 1 23:ULC, 1 DEP 48.750 4.48E+3 48.750 3 -4.35E+3 48.750 1 24:ULC, 1 DEP 48.750 4.22E+3 48.750 3 -4.04E+3 48.750 1 25:ULC, 1 DEP 48.750 4.61E+3 48.750 3 -4.41E+3 48.750 26:ULC, 0.6 DE 48.750 756.133 48.750 3 -624.466 48,750 27:ULC, 0.6 DE 48.750 847.477 48.750 3 -786.406 48.750 1 28:ULC, 0.6 DE 48.750 664.789 48.750 3 -462.526 48.750 1 29:ULC, 0.6 DE 48.750 1.02E+3 48.750 3 -873.652 48.750 1 30:ULC, 0.6 DE 48.750 495.009 48.750 3 -375.280 48.750 1 31:ULC, 0.6 DE 48.750 664.789 48.750 3 -462.526 48.750 1 32:ULC, 0.6 DE 48.750 847.477 48.750 3 -786.406 48.750 33:ULC, 0.6 DE 48.750 495.009 48.750 3 -375.280 48,750 34:ULC, 0.6 DE 48.750 1.02E+3 48.750 3 -873.652 48.750 1 116 1:+X 39.250 33.146 0.000 1 -397.554 0.000 2 2:-X 39.250 397.554 0.000 2 -33.146 0.000 1 3:+Z 39.250 289.400 0.000 4 -386.003 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6)20.07.11.82 Print Run 97 of 129 104 Software licensed to Intelligrated Job No A-18-14089 Sheet No 98 Rev Part Job Title Shasta Palletizer Platform Ref BY MRL Dal€23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 4:-Z 39.250 386.003 0.000 -289.400 0.000 4 5:DEAD LOAD 39.250 447.308 39.250 3 -435.181 3.271 2 6:LIVE LOAD 39.250 2.14E+3 0.000 3 -2,92E+3 0.000 7:ULC, 1 DEAC 39,250 447.308 39.250 3 -435.181 3,271 2 8:ULC, 1 DEAC 39.250 2.54E+3 0.000 3 -3.35E+3 0,000 9:ULC, 1 DEAC 39.250 2.01E+3 0.000 3 -2.62E+3 0.000 10:ULC, 1 DEP 39.250 414.969 0.000 3 -696.588 0.000 1 11:ULC, 1 DEA 39.250 634.386 0.000 3 -405.834 0.000 12:ULC, 1 DEP 39.250 605.212 0.000 3 -699.368 0.000 1 13:ULC, 1 DEP 39.250 442.355 39.250 3 -325.566 0.000 1 14:ULC, 1 DE A 39.250 634.386 0.000 3 -405.834 0.000 15:ULC, 1 DEP 39.250 414.969 0.000 3 -696.588 0.000 16:ULC, 1 DEP 39.250 442.355 39.250 3 -325.566 0,000 17:ULC, 1 DEP 39.250 605.212 0.000 3 -699.368 0.000 1 18:ULC, 1 DEP 39.250 2.02E+3 0.000 3 -2.82E+3 0.000 1 19:ULC, 1 DEP 39.250 2E+3 0.000 3 -2.42E+3 0.000 1 20:ULC, 1 DEP 39.250 2.16E+3 0.000 3 -2.82E+3 0.000 21:ULC, 1 DEP 39.250 1,86E+3 0.000 3 -2.42E+3 0.000 1 22:ULC, 1 DEP 39.250 2E+3 0.000 3 -2.42E+3 0.000 23:ULC, 1 DEP 39.250 2.02E+3 0.000 3 -2.82E+3 0.000 24:ULC, 1 DEP 39.250 1.86E+3 0.000 3 -2,42E+3 0.000 25:ULC, 1 DEP 39.250 2.16E+3 0.000 3 -2.82E+3 0.000 1 26:ULC, 0.6 DE 39.250 268.385 39.250 3 -261.109 3.271 2 27:ULC, 0.6 DE 39.250 253.916 0.000 4 -524.921 0.000 1 28:ULC, 0.6 DE 39.250 491.946 0.000 2 -252.781 0.000 1 29:ULC, 0.6 DE 39.250 444.160 0.000 3 -527.702 0.000 30:ULC, 0.6 DE 39.250 263.431 39.250 3 -211.650 39.250 31:ULC, 0.6 DE 39.250 491.946 0.000 2 -252,781 0.000 32:ULC, 0.6 DE 39.250 253.916 0.000 4 -524.921 0.000 33:ULC, 0.6 DE 39.250 263.431 39.250 3 -211.650 39.250 1 34:ULC, 0.6 DE 39.250 444.160 0.000 3 -527.702 0.000 1 117 1:+X 2.000 96.812 2.000 2 -360.905 0.000 2 2:-X 2.000 360.905 0.000 2 -96.812 2.000 2 3:+Z 2.000 460.688 2.000 4 -813.874 2.000 2 4:-Z 2.000 813.874 2.000 2 -460.688 2.000 4 5:DEAD LOAD 2.000 619.042 0.000 4 -895.860 0.000 6:LIVE LOAD 2.000 3.23E+3 0.000 4 -5.38E+3 0.000 1 7:ULC, 1 DEAC 2.000 619.042 0.000 4 -895.860 0.000 8:ULC, 1 DEAL 2.000 3.85E+3 0.000 4 -6.27E+3 0.000 1 9:ULC, 1 DEAC 2,000 3.04E+3 0.000 4 -4.93E+3 0.000 1 10:ULC, 1 DEP 2.000 638.905 0.000 4 -1.14E+3 0.000 1 11:ULC, 1 DEA 2.000 653.283 2.000 4 -847.802 2.000 2 12:ULC, 1 DEP 2.000 871.591 0.000 4 -1,35E+3 2,000 2 13:ULC, 1 DEP 2,000 366.493 0,000 3 -508.918 0.000 Print "Tirne/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 98 of 129 105 Software licensed to Intelligrated Job No A-18-14089 heet No 99 Rev Part Job Title Shasta Palletizer Platform By MRL DatE23_Aug_19 Chd SRT Client File Palletizer.STD oatemme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 14:ULC, 1 DEP 2.000 653.283 2.000 4 -847.802 2.000 2 15:ULC, 1 DEP 2.000 638.905 0.000 4 -1.14E+3 0.000 1 16:ULC, 1 DEP 2.000 366.493 0.000 3 -508.918 0.000 17:ULC, 1 DEP 2.000 871.591 0.000 4 -1.35E+3 2.000 21 18:ULC, 1 DEA 2.000 3.06E+3 0.000 4 -5.11E+3 0.000 19:ULC, 1 DEA 2.000 3.03E+3 0.000 4 -4.75E+3 0.000 1 20:ULC, 1 DEP 2.000 3.23E+3 0.000 4 -5.22E+3 0.000 1 21:ULC, 1 DEP 2.000 2.85E+3 0.000 4 -4.64E+3 0.000 1 22:ULC, 1 DEP 2.000 3.03E+3 0.000 4 -4.75E+3 0.000 1 23:ULC, 1 DEP 2.000 3.06E+3 0.000 4 -5.11E+3 0.000 1 24:ULC, 1 DEP 2.000 2.85E+3 0.000 4 -4.64E+3 0.000 1 25:ULC, 1 DEP 2.000 3.23E+3 0.000 4 -5.22E+3 0.000 26:ULC, 0.6 DE 2.000 371.425 0.000 4 -537.516 0.000 1 27:ULC, 0.6 DE 2.000 391.288 0.000 4 -778.521 0.000 1 28:ULC, 0.6 DE 2.000 435.062 2.000 4 -535.788 2.000 2 29:ULC, 0.6 DE 2.000 649.814 2.000 4 -1.04E+3 2.000 2 30:ULC, 0.6 DE 2.000 312.939 2.000 3 -206.397 2.000 1 31:ULC, 0.6 DE 2.000 435.062 2.000 4 -535.788 2.000 2 32:ULC, 0.6 DE 2.000 391.288 0.000 4 -778.521 0.000 1 33:ULC, 0.6 DE 2.000 312.939 2.000 3 -206.397 2.000 1 34:ULC, 0.6 DE 2.000 649.814 2.000 4 -1.04E+3 2.000 2 118 1:+X 2.770 103.377 2.770 2 -145.441 2.770 4 2:-X 2.770 145.441 2.770 4 -103.377 2.770 2 3:+Z 2.770 604.754 2.770 4 -1.16E+3 2.770 2 4:-Z 2.770 1.16E+3 2.770 2 -604.754 2.770 4 5:DEAD LOAD 2.770 897.976 0.000 3 -1.38E+3 2.770 2 6:LIVE LOAD 2.770 4.55E+3 2.770 4 -8.64E+3 2.770 2 7:ULC, 1 DEM 2.770 897.976 0.000 3 -1.38E+3 2.770 8:ULC, 1 DEM 2.770 5.37E+3 2.770 4 -10E+3 2.770 2 9:ULC, 1 DEAL 2.770 4.23E+3 2.770 4 -7.86E+3 2.770 2 10:ULC, 1 DEP 2.770 942.570 0.000 3 -1.31E+3 2.770 2 11:ULC, 1 DEA 2.770 918.033 2.770 4 -1.45E+3 2.770 2 12:ULC, 1 DEP 2.770 1.24E+3 2.770 4 -2.19E+3 2.770 2 13:ULC, 1 DEP 2.770 877.469 0.000 2 -583.448 0.000 1 14:ULC, 1 DEP 2.770 918.033 2.770 4 -1.45E+3 2.770 2 15:ULC, 1 DEA 2.770 942.570 0.000 3 -1.31E+3 2.770 2 16:ULC, 1 DEP 2.770 877.469 0.000 2 -583.448 0.000 17:ULC, 1 DEP 2.770 1.24E+3 2.770 4 -2.19E+3 2.770 2 18:ULC, 1 DEP 2.770 4.15E+3 2.770 4 -7.8E+3 2.770 2 19:ULC, 1 DEA 2.770 4.31E+3 2.770 4 -7.91E+3 2.770 2 20:ULC, 1 DEP 2.770 4.55E+3 2.770 4 -8.47E+3 2.770 2 21:ULC, 1 DEP 2.770 3.91E+3 2.770 4 -7.25E+3 2.770 2 22:ULC, 1 DEP 2.770 4.31E+3 2.770 4 -7.91E+3 2.770 2 23:ULC, 1 DEP 2.770 4.15E+3 2.770 4 -7.8E+3 2.770 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 99 of 129 106 re licensed to Intelligrated Job No A-18-14089 Sheet No 100 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Del23-Aug-19 Chd SRT Client File Palletizer.STD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 24:ULC, 1 DEP 2.770 3.91E+3 2.770 4 -7.25E+3 2.770 2 25:ULC, 1 DEP 2.770 4.55E+3 2.770 4 -8.47E+3 2.770 2 26:ULC, 0.6 DE 2.770 538.786 0.000 3 -828,356 2.770 2 27:ULC, 0.6 DE 2,770 583.380 0.000 3 -755.993 2.770 2 28:ULC, 0.6 DE 2,770 591.544 2.770 4 -900.720 2.770 2 29:ULC, 0.6 DE 2.770 913.063 2.770 4 -1.64E+3 2.770 2 30:ULC, 0.6 DE 2.770 518.279 0.000 2 -312.639 0.000 1 31:ULC, 0.6 DE 2.770 591.544 2.770 4 -900.720 2.770 2 32:ULC, 0.6 DE 2.770 583,380 0.000 3 -755.993 2.770 2 33:ULC, 0.6 DE 2.770 518.279 0.000 2 -312.639 0.000 1 34:ULC, 0.6 DE 2.770 913.063 2.770 4 -1.64E+3 2.770 2 119 1:+X 66,980 104.581 66.980 2 -115.260 66.980 4 2:-X 66.980 115.260 66,980 4 -104.581 66.980 1 2 3:+Z 66.980 461.225 0.000 1 -411.009 66.980 2 4:-Z 66.980 411.009 66.980 2 -461.225 0.000 1 5:DEAD LOAD 66.980 1.39E+3 0.000 2 -677.625 0.000 1 6:LIVE LOAD 66.980 4.13E+3 0.000 1 -2.89E+3 66.980 2 7:ULC, 1 DEAC 66.980 1.39E+3 0.000 2 -677.625 0.000 1 8:ULC, 1 DEAE 66.980 5.52E+3 0.000 2 -3.23E+3 0.000 1 9:ULC, 1 DEAL 66.980 4.49E+3 0.000 2 -2.59E+3 0,000 10:ULC, 1 DE A 66.980 1.34E+3 0.000 2 -744.471 66.980 11:ULC, 1 DEA 66.980 1.44E+3 0.000 2 -657.089 0.000 1 12:ULC, 1 DEP 66.980 1.71E+3 0.000 2 -941.593 0.000 13:ULC, 1 DE A 66.980 1.22E+3 0.000 2 -583.240 66.980 1 14:ULC, 1 DE A 66.980 1.44E+3 0.000 2 -657.089 0.000 1 15:ULC, 1 DEP 66.980 1.34E+3 0.000 2 -744.471 66.980 16:ULC, 1 DEP 66.980 1.22E+3 0.000 2 -583.240 66.980 17:ULC, 1 DE A 66,980 1.71E+3 0.000 2 -941.593 0.000 18:ULC, 1 DEP 66,980 4.45E+3 0.000 2 -2.61E+3 0.000 19:ULC, 1 DEP 66.980 4.53E+3 0.000 2 -2.57E+3 0.000 1 20:ULC, 1 DEP 66.980 4.73E+3 0.000 2 -2.79E+3 0.000 1 21:ULC, 1 DEP 66.980 4.25E+3 0.000 2 -2.39E+3 0.000 1 22:ULC, 1 DEP 66.980 4.53E+3 0.000 2 -2.57E+3 0.000 1 23:ULC, 1 DEP 66.980 4.45E+3 0.000 2 -2.61E+3 0.000 1 24:ULC, 1 DEP 66.980 4.25E+3 0.000 2 -2.39E+3 0,000 25:ULC, 1 DEP 66.980 4.73E+3 0.000 2 -2.79E+3 0.000 26:ULC, 0.6 DE 66.980 834.960 0.000 2 -406.575 0.000 1 27:ULC, 0.6 DE 66.980 786.054 0.000 2 -473.814 66.980 1 28:ULC, 0.6 DE 66.980 883.865 0.000 2 -386.039 0.000 1 29:ULC, 0.6 DE 66.980 1.16E+3 0.000 2 -670.543 0.000 1 30:ULC, 0.6 DE 66.980 788.605 0.000 2 -419.110 0.000 31:ULC, 0,6 DE 66.980 883.865 0.000 2 -386.039 0.000 1 32:ULC, 0.6 DE 66.980 786.054 0.000 2 -473.814 66.980 33:ULC, 0.6 DE 66.980 788.605 0.000 2 -419.110 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 100 of 129 107 oftware licensed o Intelligrated Job No A-18-14089 Sheet No 101 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat623-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens • Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 66.980 1.16E+3 0.000 2 -670.543 0.000 120 1:+X 37.115 596,511 37.115 2 -743.616 37.115 1 2:-X 37.115 743.616 37.115 1 -596.511 37.115 2 3:+Z 37.115 454.791 37.115 1 -255.800 37.115 2 4:-Z 37.115 255.800 37.115 2 -454.791 37.115 5:DEAD LOAD 37.115 1.01E+3 37.115 2 -988.988 0.000 2 6:LIVE LOAD 37.115 2.58E+3 0.000 1 -1.63E+3 0.000 2 7:ULC, 1 DEA[ 37.115 1.01E+3 37.115 2 -988.988 0.000 2 8:ULC, 1 DEAL 37.115 3.58E+3 0.000 1 -2.62E+3 0.000 2 9:ULC, 1 DEAC 37.115 2.94E+3 0.000 1 -2.21E+3 0.000 2 10:ULC, 1 DEP 37.115 1.43E+3 37.115 2 -1.5E+3 37.115 1 11:ULC, 1 DEA 37.115 753.207 0.000 1 -640.248 0.000 2 12:ULC, 1 DEP 37.115 1.13E+3 0.000 1 -979.593 0.000 2 13:ULC, 1 DEP 37.115 1.19E+3 37.115 2 -1.3E+3 37.115 1 14:ULC, 1 DEP 37.115 753.207 0.000 1 -640.248 0.000 2 15:ULC, 1 DEP 37.115 1.43E+3 37.115 2 -1.5E+3 37.115 1 • 16:ULC, 1 DEP 37.115 1.19E+3 37.115 2 -1.3E+3 37.115 1 17:ULC, 1 DEP 37.115 1.13E+3 0.000 1 -979.593 0.000 2 18:ULC, 1 DEP 37.115 3.12E+3 0.000 1 -2.48E+3 0,000 2 19:ULC, 1 DEA 37.115 2.75E+3 0.000 1 -1.95E+3 0.000 2 20:ULC, 1 DEP 37.115 3.03E+3 0.000 1 -2.21E+3 0.000 2 21:ULC, 1 DEP 37.115 2.84E+3 0.000 1 -2.22E+3 0.000 2 22:ULC, 1 DEP 37.115 2.75E+3 0.000 1 -1.95E+3 0.000 2 23:ULC, 1 DEP 37.115 3.12E+3 0.000 1 -2.48E+3 0.000 2 24:ULC, 1 DEA 37.115 2.84E+3 0.000 1 -2.22E+3 0.000 2 25:ULC, 1 DEP 37.115 3.03E+3 0.000 1 -2.21E+3 0.000 2 26:ULC, 0.6 DE 37,115 604.863 37.115 2 -593.393 0.000 2 27:ULC, 0.6 DE 37.115 1.02E+3 37.115 2 -1.11E+3 37.115 28:ULC, 0.6 DE 37.115 353.617 0.000 1 -244.652 0,000 2 29:ULC, 0.6 DE 37.115 729.283 0.000 1 -583.997 0.000 2 30:ULC, 0.6 DE 37.115 783.923 37.115 2 -904.621 37.115 1 31:ULC, 0.6 DE 37.115 353.617 0.000 1 -244.652 0.000 2 32:ULC, 0.6 DE 37.115 1.02E+3 37.115 2 -1.11E+3 37.115 33:ULC, 0.6 DE 37.115 783.923 37.115 2 -904.621 37.115 34:ULC, 0.6 DE 37.115 729,283 0.000 , 1 -583.997 0.000 2 121 1:+X 37.115 745.806 37.115 2 -602.222 . 37,115 2:-X 37.115 602.222 37.115 1 -745.806 37.115 2 3:+Z 37.115 73.102 0.000 1 -484.661 0.000 2 4:-Z 37.115 484.661 0.000 2 -73.102 0.000 1 5:DEAD LOAD 37.115 1.04E+3 0.000 1 -1.05E+3 0.000 2 6:LIVE LOAD 37.115 2.77E+3 0.000 1 -4.15E+3 0.000 2 7:ULC, 1 DEAC 37.115 1.04E+3 0.000 1 -1.05E+3 0.000 2 8:ULC, 1 DEAC 37.115 3.81E+3 0.000 1 -5.2E+3 0.000 2 9:ULC, 1 DEA[ 37.115 3.12E+3 0.000 1 -4.16E+3 0.000 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 101 of 129 108 Software licensed to Intelligrated Job No A-18-14089 Sheet No 102 Rev Pa Job Tale Shasta Palletizer Platform Ref Y MRL Dat23-Aug-19 Chd SRT lien File Palletizer.STD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 10:ULC, 1 DEP 37.115 1.56E+3 37.115 2 -1.44E+3 37.115 1 11:ULC, 1 DEA 37.115 690.047 0.000 1 -792.635 0.000 2 12:ULC, 1 DEP 37.115 1.1E+3 0,000 1 -1.39E+3 0.000 2 13:ULC, 1 DEP 37.115 1.37E+3 37.115 2 -1,07E+3 37.115 14:ULC, 1 DEP 37.115 690.047 0,000 1 -792.635 0.000 2 15:ULC, 1 DEP 37.115 1.56E+3 37.115 2 -1.44E+3 37.115 1 16:ULC, 1 DEP 37.115 1.37E+3 37.115 2 -1.07E+3 37.115 1 17:ULC, 1 DEP 37.115 1.1E+3 0.000 1 -1.39E+3 0.000 2 18:ULC, 1 DEP 37.115 3.38E+3 0.000 1 -4.35E+3 0.000 2 19:ULC, 1 DEP 37.115 2.85E+3 0.000 1 -3.97E+3 0.000 2 20:ULC, 1 DEP 37.115 3.16E+3 0.000 1 -4.41E+3 0.000 2 21:ULC, 1 DEP 37.115 3.08E+3 0.000 1 -3.91E+3 0.000 2 22:ULC, 1 DEP 37.115 2.85E+3 0.000 1 -3.97E+3 0.000 2 23:ULC, 1 DEP 37.115 3.38E+3 0.000 1 -4.35E+3 0.000 2 24:ULC, 1 DEP 37.115 3.08E+3 0.000 1 -3.91E+3 0.000 2 25:ULC, 1 DEP 37.115 3.16E+3 0.000 1 -4.41E+3 0.000 2 26:ULC, 0.6 DE 37.115 626.455 0.000 1 -627.702 0.000 2 27:ULC, 0,6 DE 37.115 1,14E+3 37.115 2 -1,03E+3 37.115 1 28:ULC, 0.6 DE 37.115 272.411 0,000 1 -374.167 0,000 2 29:ULC, 0.6 DE 37.115 677.626 0.000 1 -966.964 0.000 2 30:ULC, 0.6 DE 37.115 959.354 37.115 2 -659.905 37,115 31:ULC, 0.6 DE 37.115 272.411 0.000 1 -374.167 0.000 2 32:ULC, 0.6 DE 37.115 1.14E+3 37.115 2 -1.03E+3 37.115 1 33:ULC, 0.6 DE 37.115 959.354 37.115 2 -659.905 37.115 1 34:ULC, 0.6 DE 37,115 677.626 0.000 1 -966.964 0.000 2 122 1:+X 5.372 3.17E+3 0.000 1 -5.95E+3 5.372 2:-X 5.372 5.95E+3 5.372 3 -3.17E+3 0.000 3:+Z 5,372 6.8E+3 5.372 2 -5.81E+3 5.372 4 4:-Z 5,372 5.81E+3 5.372 4 -6,8E+3 5,372 2 5:DEAD LOAD 5.372 6.57E+3 5.372 4 -7.82E+3 5.372 2 6:LIVE LOAD 5.372 7.38E+3 5.372 2 -5.35E+3 5.372 4 7:ULC, 1 DEA[ 5.372 6.57E+3 5.372 4 -7.82E+3 5.372 2 8:ULC, 1 DEA[ 5.372 2.74E+3 5.372 3 -1.95E+3 5.372 1 9:ULC, 1 DEA[ 5.372 2.89E+3 5.372 3 -2.61E+3 5.372 1 10:ULC, 1 DEP 5.372 7.58E+3 5.372 4 -11E+3 5.372 2 11:ULC, 1 DEA 5.372 7.49E+3 5.372 3 -6.59E+3 5.372 12:ULC, 1 DEP 5.372 2.51E+3 5,372 4 -3.05E+3 5.372 2 13:ULC, 1 DEP 5.372 10.6E+3 5.372 4 -12.6E+3 5.372 2 14:ULC, 1 DEP 5.372 7.49E+3 5.372 3 -6.59E+3 5.372 15:ULC, 1 DEP 5.372 7.58E+3 5.372 4 -11E+3 5.372 2 16:ULC, 1 DEP 5.372 10.6E+3 5.372 4 -12.6E+3 5.372 2 17:ULC, 1 DEA 5.372 2.51E+3 5.372 4 -3.05E+3 5.372 2 18:ULC, 1 DEP 5.372 3.31E+3 5.372 4 -4.64E+3 5.372 2 19:ULC, 1 DEP 5,372 6.01E+3 5.372 -4.13E+3 5.372 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 102 of 129 109 Software licensed to Intelligrated Job No A-18-14089 Sheet No 103 Rev Part Job Tele Shasta Palletizer Platform Ref By MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD Deterhgle 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 20:ULC, 1 DEP 5.372 1.29E+3 5.372 2 -744.568 0.000 2 21:ULC, 1 DEP 5.372 5.61E+3 5.372 4 -5.85E+3 5.372 2 22:ULC, 1 DEP 5.372 6.01E+3 5.372 3 -4.13E+3 5.372 1 23:ULC, 1 DEP 5.372 3.31E+3 5.372 4 -4,64E+3 5.372 2 24:ULC, 1 DEP 5.372 5.61E+3 5.372 4 -5.85E+3 5.372 2 25:ULC, 1 DE A 5.372 1.29E+3 5.372 2 -744.568 0.000 2 26:ULC, 0,6 DE 5.372 3.94E+3 5.372 4 -4.69E+3 5.372 2 27:ULC, 0.6 DE 5.372 4.95E+3 5.372 4 -7,83E+3 5.372 2 28:ULC, 0.6 DE 5.372 6.16E+3 5.372 3 -4.76E+3 5.372 29:ULC, 0.6 DE 5.372 462.968 0.000 1 -956.036 0.000 2 30:ULC, 0.6 DE 5.372 8.01E+3 5.372 4 -9A5E+3 5.372 2 31:ULC, 0.6 DE 5.372 6.16E+3 5,372 3 -4.76E+3 5,372 32:ULC, 0.6 DE 5.372 4.95E+3 5.372 4 -7.83E+3 5.372 2 33:ULC, 0.6 DE 5.372 8.01E+3 5.372 4 -9.45E+3 5.372 2 34:ULC, 0.6 DE 5.372 462.968 0.000 1 -956.036 0.000 2 123 1:+X 9.000 39.937 0.000 -173.723 , 0.000 1 2:-X 9.000 173.723 0.000 1 -39.937 0.000 3 3:+Z 9.000 1.06E+3 0.000 1 -1.32E+3 0.000 2 4:-Z 9,000 1.32E+3 0.000 2 -1,06E+3 0.000 1 5:DEAD LOAD 9.000 2.2E+3 0.000 2 -1.85E+3 0.000 6:LIVE LOAD 9.000 433.876 0.000 2 -490.213 0,000 7:ULC, 1 DEAL 9.000 2.2E+3 0.000 2 -1.85E+3 0.000 1 8:ULC, 1 DEAC 9.000 2.45E+3 0.000 2 -2,15E+3 0.000 9:ULC, 1 DEAC 9.000 2.39E+3 0.000 2 -2,08E+3 0.000 10:ULC, 1 DEP 9.000 2.22E+3 0.000 2 -1.97E+3 0.000 11:ULC, 1 DEA 9.000 2.17E+3 0.000 2 -1.72E+3 0.000 12:ULC, 1 DEP 9.000 1.28E+3 0.000 2 -1.11E+3 0.000 1 13:ULC, 1 DEP 9.000 3.12E+3 0.000 2 -2.58E+3 i 0.000 14:ULC, 1 DEP 9.000 2.17E+3 0.000 2 -1.72E+3 i 0,000 15:ULC, 1 DEP 9.000 2.22E+3 0.000 2 -1.97E+3 0.000 1 16:ULC, 1 DEP 9.000 3.12E+3 0.000 2 -2.58E+3 0.000 1 17:ULC, 1 DEP 9.000 1.28E+3 0.000 2 -1.11E+3 0.000 1 18:ULC, 1 DEP 9.000 2.41E+3 0.000 2 -2.17E+3 0.000 1 19:ULC, 1 DEP 9.000 2.37E+3 0.000 2 - .99E+3 0.000 1 20:ULC, 1 DE A 9.000 1.7E+3 0.000 2 -1.52E+3 0,000 1 21:ULC, 1 DEP 9.000 3.08E+3 0.000 2 -2.63E+3 0.000 22:ULC, 1 DEP 9.000 2.37E+3 0.000 2 -1.99E+3 0,000 23:ULC, 1 DE A 9.000 2.41E+3 0.000 2 -2.17E+3 0.000 24:ULC, 1 DEP 9.000 3.08E+3 0.000 2 -2.63E+3 0.000 1 25:ULC, 1 DEP 9.000 1.7E+3 0.000 2 -1,52E+3 0.000 1 26:ULC, 0.6 DE 9.000 1.32E+3 0.000 2 -1,11E+3 0.000 27:ULC, 0.6 DE 9.000 1.35E+3 0.000 2 -1,23E+3 0.000 28:ULC, 0.6 DE 9.000 1.29E+3 0.000 2 -985.414 0.000 1 29:ULC, 0.6 DE 9.000 396.746 _ 0.000 2 -368.298 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 103 of 129 110 Software licensed to Intelligrated Job No Sheet No 104 Rev mm Job Title Shasta Palletizer Platform Ref By IVIRL oat'28-Aug19 o*8RT FileRd|odzor.GTD »*"mmo 03-So»-201912:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (i») Corner Stress (psi) d (in) Corner 30:ULC.0.6D[ 9.000 2.24E+3 0.000 2 . -1.85E+3 0.000 1 31:UUC,0.6DE 9.000 129E+3 0.000 2 -985.414 0.000 1 32UUC,0.ODIE 9.000 1.35E+3 0.000 2 -123E+3 0.000 1 33:ULC.O.0DIE 9.000 2.24E+3 0,000 2 '1,05E+3 0,000 1 ������� �� ��4 , �� 2 ���� �� 1 124 1:+X 9.000 258.004 0.000 8 ' -15I718 0.000 1 ` 2:-X 9.000 155718 0.000 1 -259004 0.000 3 o:+Z 9.000 $81.205 0.000 1 -114E+3 0.000 2 4:-Z 9,000 1]4E+0 UUO 2 -951.205 0.000 1 5:DEADLOAD 9.000 2.03E+3 0.000 2 '1.78E+3 0.000 1 811VELOAD 8.000 393.057 0.000 2 472.048 0.000 1 TULC.1 DEA[ 9.000 2.03E+3 0.000 2 '1.79E+3 0.000 1 8:ULC.1 DEA[ 9.000 2.13E+3 0.000 2 -1.90E+3 0.000 1 8:ULC.1DEA[ 8.000 211E+3 0,000 2 '1,92E+3 0,000 1 10:ULC.1 DEA 8.000 1.83E+3 0.000 2 '1.61E+3 0.000 1 11:ULC.1OEA 9.000 214E+3 0.000 2 '1.90E+3 0.000 1 12:UUC,1DEA 9.000 1.24E+3 0.000 2 412E+3 0.000 1 13:UUC,1 DEA 9.000 283E+3 0D00 2 '2.45E+3 0.000 1 11:uuo.1 osA 9.000 2.11E+3 0.000 u -1.96s+3 0.000 1 15:VUC,1 DEA 9.000 1.93E+3 0.000 2 4.61E+3 0.000 1 10:ULC.1 DEA 9.000 2.83E+3 0.000 2 '2.45E+3 0.000 1 17:UUC,1DEA 9.000 124E+3 0.000 2 412E+3 0.000 1 18:UUC, IDEA 9.000 2.03E+3 0.000 2 178E+3 0.000 1 19:VLC.1 OEA 9.000 218E+3 0.000 2 -2.05E+3 0.000 1 20:UUC, 1 DEA 9.000 1.51E+3 0.000 2 4.42E+3 0.000 1 21:ULC.1 DGu 8.000 2J1E+3 0.000 2 `2.42E+3 0.000 1 zcULC, I DEA 9.000 2.18E+3 0.000 2 '2.05E+3 0.000 1 23:UUC,1 DEA 8.000 2.03E+3 0.000 2 '1.79E+3 0�000 1 24:UUC,1DEA 8.000 2.71E+3 0.000 2 '2.42E+3 0.000 1 25:UuC.1 osA 8.000 1.51E+3 0.000 u '1.42E+3 0.000 1 on:ULC 0.0ce 9.000 122E+3 0.000 2 -1u7E+3 0.000 1 27:ULC.0.6O[ 8.000 1.12e+3 0.000 2 -887.648 0.000 1 o8:VLC.q.6DIE 9.000 1,32E+3 0.00 2 -1.25E+3 0.00 1 29:ULc.0.6Df 8.000 421146 0.008 2 -405.698 0.008 1 3lUuC.&0DIE 9.000 2.02E+3 0.000 o 4.74E+3 0.000 1 31:ULC.0.6DE 9.000 1.32E+3 0.000 2 '1.25E+3 0.000 1 32:UUC,0.6DF 8.000 1.12E+3 0.000 2 -897.648 0.000 1 33:ULC, 0.6[E 9.000 2.02E+3 0.000 2 -1.74E+3 0.000 1 34:ULC KOo* 9.000 421146 0.000 u -405.688 0.000 1 125 1:+X 9.000 114.333 0.000 3 -205.575 0.000 1 2:v 8.000 205.575 0.000 1 -114.333 0.000 3 x:+Z 9.000 531.824 0.000 1 -747.535 0,000 2 4:-z 9.000 747.535 0.000 2 -531.824 0.000 1 Print Time/Date: 03/09/2019 12:43 Print Run 104 of 129 111 Software licensed to Intelligrate ob No A-18-14089 heet No 105 Rev Part Job Title Shasta Palletizer Platform Ref Y MRL Datc23-Aug- 9 Chd SRT Client File Palletizer.STD ime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (Psi) d (in) Corner Stress (psi) d (in) Corner 6:LIVE LOAD 9.000 365.959 0.000 2 -453.913 0.000 1 7:ULC, 1 DEA( 9,000 1.59E+3 0.000 2 -1.31E+3 0.000 8:ULC, 1 DEA[ 9.000 1.74E+3 0.000 2 -1.55E+3 0.000 1 9:ULC, 1 DEAE 9.000 1.71E+3 0.000 2 -1.49E+3 0.000 10:ULC, 1 DEP 9.000 1.66E+3 0.000 2 -1.45E+3 0.000 1 11:ULC, 1 DEA 9.000 1.51E+3 0.000 2 -1.17E+3 0.000 12:ULC, 1 DEP 9.000 1.06E+3 0.000 2 -935.749 0.000 13:ULC, 1 DEP 9.000 2.11E+3 0,000 2 -1.68E+3 0.000 1 14:ULC, 1 DEA 9.000 1.51E+3 0.000 2 -1.17E+3 0.000 1 15:ULC, 1 DEA 9.000 1.66E+3 0.000 2 -1.45E+3 0.000 16:ULC, 1 DEP 9.000 2.11E+3 0.000 2 -1.68E+3 0.000 17:ULC, 1 DEA 9.000 1.06E+3 0.000 2 -935.749 0.000 1 18:ULC, 1 DEP 9.000 1.76E+3 0.000 2 -1.6E+3 0.000 1 19:ULC, 1 DEA 9.000 1.65E+3 0.000 2 -1.39E+3 0.000 20:ULC, 1 DEP 9.000 1.31E+3 0.000 2 -1.21E+3 0.000 21:ULC, 1 DEA 9.000 2.1E+3 0.000 2 -1.77E+3 0.000 1 22:ULC, 1 DEP 9.000 1.65E+3 0.000 2 -1.39E+3 0.000 23:ULC, 1 DEP 9.000 1.76E+3 0.000 2 -1.6E+3 0.000 24:ULC, 1 DEA 9.000 2.1E+3 0.000 2 -1.77E+3 0.000 25:ULC, 1 DEP 9.000 1.31E+3 0.000 2 -1.21E+3 0.000 26:ULC, 0.6 DE 9.000 952.289 0.000 2 -784.815 0.000 1 27:ULC, 0.6 DE 9.000 1.03E+3 0.000 2 -923.881 0.000 28:ULC, 0.6 DE 9.000 877.092 0.000 2 -645.750 0.000 29:ULC, 0.6 DE 9.000 429.014 0.000 2 -412.539 0.000 30:ULC, 0.6 DE 9.000 1.48E+3 0.000 2 -1.16E+3 0.000 1 31:ULC, 0.6 DE 9.000 877.092 0.000 2 -645.750 0.000 32:ULC, 0.6 DE 9.000 1,03E+3 0.000 2 -923.881 0.000 33:ULC, 0.6 DE 9.000 1,48E+3 0.000 2 -1.16E F3 0.000 34:ULC, 0.6 DE 9.000 429.014 0.000 2 -412.539 0.000 126 1:+X 9.000 240.682 0.000 3 -245.284 0.000 2:-X 9.000 245.284 0.000 1 -240.662 0.000 3:+Z 9.000 338.954 0.000 4 -409.798 0.000 4:-Z 9.000 409.798 0.000 1 -338.954 0.000 4 5:DEAD LOAD 9.000 766,293 0.000 2 -677.984 0.000 1 6:LIVE LOAD 9.000 278.362 0.000 2 -313.582 0,000 1 7:ULC, 1 DEAE 9,000 766.293 0,000 2 -677.984 0.000 8:ULC, 1 DEAL 9.000 873.502 0.000 2 -820.413 0.000 1 9:ULC, 1 DEAL 9.000 846.700 0.000 2 -784.806 0.000 10:ULC, 1 DEA 9.000 594.594 0.000 2 -509.507 0.000 11:ULC, 1 DEA 9.000 937.992 0.000 2 -846.462 0.000 1 12:ULC, 1 DEA 9.000 479.435 0.000 2 -440.717 0.000 13:ULC, 1 DEA 9.000 1.05E+3 0.000 2 -915.252 0.000 14:ULC, 1 DEP 9.000 937.992 0.000 2 -846.462 0.000 15:ULC, 1 DEA 9.000 594.594 0.000 2 -509.507 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8I (SELECTseries 6) 20,07.11.82 Print Run 105 of 129 112 Software licensed to Intelligrated Job No Sheet No A-18-14089 106 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Date2 -Aug-19 Chd SRT Client File Palletizer.STD Date/rime 03-Sep-20 9 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 16:ULC, 1 DEP 9.000 1.05E+3 0.000 2 -915.252 0.000 1 17:ULC, 1 DEP 9.000 479,435 0.000 2 -440.717 0.000 1 18:ULC, 1 DEP 9.000 717.925 0.000 2 -658.448 0.000 1 19:ULC, 1 DEP 9.000 975.474 0.000 2 -911.164 0.000 1 20:ULC, 1 DEP 9.000 631.556 0.000 2 -606.855 0.000 1 21:ULC, 1 DE A 9.000 1.06E+3 0.000 2 -962.757 0.000 22:ULC, 1 DEP 9.000 975.474 0.000 2 -911.164 0.000 1 23:ULC, 1 DEP 9.000 717.925 0.000 2 -658.448 0.000 1 24:ULC, 1 DEP 9.000 1.06E+3 0.000 2 -962.757 0.000 25:ULC, 1 DEP 9.000 631.556 0.000 2 -606.855 0.000 1 26:ULC, 0.6 DE 9.000 459.776 0.000 2 -406.791 0.000 1 27:ULC, 0.6 DE 9.000 330.155 0.000 2 -280.391 0.000 1 28:ULC, 0.6 DE 9.000 631.475 0.000 1 -575.268 0.000 3 29:ULC, 0.6 DE 9.000 172.918 0.000 2 -169.523 0.000 30:ULC, 0.6 DE 9.000 746.635 0.000 2 -644.059 0.000 1 31:ULC, 0.6 DE 9.000 631.475 0.000 1 -575.268 0.000 3 32:ULC, 0.6 DE 9.000 330.155 0.000 2 -280.391 0.000 1 33:ULC, 0.6 DE 9.000 746.635 0.000 2 -644.059 0.000 1 34:ULC, 0.6 DE 9.000 172.918 0.000 2 -169.523 0.000 1 127 1:+X 9.000 261.755 0.000 3 -245.323 0.000 1 2:-X 9.000 245.323 0.000 1 -261.755 0.000 3 3:+Z 9.000 499.943 0.000 1 -732.982 0.000 2 4:-Z 9.000 732.982 0.000 2 -499.943 0.000 1 5:DEAD LOAD 9.000 1.33E+3 0.000 2 -1.03E+3 0.000 1 6:LIVE LOAD 9.000 352.795 0.000 2 -453.612 0.000 1 7:ULC, 1 DEM 9.000 1.33E+3 0.000 2 -1.03E+3 0.000 8:ULC, 1 DEAC 9.000 1.59E+3 0.000 2 -1.4E+3 0.000 1 9:ULC, 1 DEM 9.000 1.53E+3 0.000 2 -1.31E+3 0.000 1 10:ULC, 1 DEP 9.000 1.25E+3 0.000 2 -939.639 0.000 1 11:ULC, 1 DEA 9.000 1.51E+3 0.000 2 -1.22E+3 0.000 12:ULC, 1 DEP 9.000 821.332 0.000 2 -684.569 0.000 1 13:ULC, 1 DEP 9.000 1.85E+3 0.000 2 -1.38E+3 0.000 1 14:ULC, 1 DEP 9.000 1.51E+3 0.000 2 -1.22E+3 0.000 1 15:ULC, 1 DEP 9.000 1.25E+3 0.000 2 -939.639 0.000 16:ULC, 1 DEP 9.000 1.85E+3 0.000 2 -1.38E+3 0.000 1 17:ULC, 1 DEP 9.000 821.332 0.000 2 -684.569 0.000 1 18:ULC, 1 DEP 9.000 1.47E+3 0.000 2 -1.24E+3 0.000 1 19:ULC, 1 DEP 9.000 1.66E+3 0.000 2 -1.44E+3 0.000 20:ULC, 1 DEP 9.000 1.14E+3 0.000 2 -1.04E+3 0.000 1 21:ULC, 1 DEP 9.000 1.91E+3 0.000 2 -1.57E+3 0.000 1 22:ULC, 1 DE A 9.000 1.66E+3 0.000 2 -1.44E+3 0.000 1 23:ULC, 1 DEP 9.000 1.47E+3 0.000 2 -1.24E+3 0.000 24:ULC, 1 DEP 9.000 1.91E+3 0.000 2 -1.57E+3 0.000 1 25:ULC, 1 DEP 9.000 1.14E+3 0.000 2 -1.04E+3 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 106 of 129 118 Software licensed to Intelligrated Job No Sheet No 107 m° m^ *mmle Shasta P*UoUze,Platform Ref By IVIRL om123-AuS19 omSRT FileRd|oUzor.GTD Beam Combined Axial and Bending Stresses Summary Cont... Max Cornp Max Tens Beam UC Length V»> Stress (psi) d (i») Corner Stress (psi) d (in) Corner 20:UUC,0.0D[ 9.000 800.852 0,000 2 -620118 0.000 1 27:UUC,0.6D[ 9�000 810689 0.000 2 -627.263 0.000 1 28:ULC.0.6D[ 8.000 972.370 8,800 2 '800.846 0.000 1 28:ULC.0.0D[ 9.000 287.564 0.000 2 -270.758 0.000 1 30:uLC.0.6oc 9.000 1.31E+3 0.000 2 '970.678 0.000 1 31:ULC,0.0Df 9�000 972.378 OI00 2 -803946 0.000 1 32:ULC.0.0Df 9,000 818.899 0.000 2 -627263 0.000 1 33:ULC.0.6DE 9.000 1,31 E+3 0.000 2 '870.878 0.000 1 34:ULC.0.6D[ 9.000 287.564 0.000 2 '270758 0.000 1 ` 128 1:+X 9.000 98.787 0.000 1 2:-X g�OOO -96.797 0.000 1 3:+Z 8.000 807.580 0.000 1 -767,076 0.000 2 4:'Z 9.000 787.076 0,000 2 '607.580 0.000 1 5:osxDL0xD 9.000 IA6E+3 0.000 2 -948.440 0.000 1 Oi|VELOAD 8.000 3,552 0.000 1 -70,805 0.000 2 TULC.|Dsxc 3.000 1.16E+3 ODUO u '848A40 0.000 1 8:ULC.1OEAL 9.000 1.09e+3 0,000 2 '944�888 0.000 1 9:ULC.IDEAL 9.000 1.1E+3 0,000 2 '945.778 0.000 1 10:UuC.1OEA 9.000 1.2E+8 0.000 2 'e21160 0.000 1 11:ULC.1DEA 9.000 111E+3 0�000 2 '975.721 0.000 1 12:UUC,| os* 9.000 618.684 0.000 2 -523134 0.000 1 1J:ULC.1IDEA 8.000 1.69E+3 0.000 2 '1.37E+3 &UOO 1 14:UuC.IDcA 9.000 1]1E+3 0.000 z -975721 0,080 1 15:ULC 1 DEA 9.000 1.2E+3 0D00 2 -921180 0.000 1 /6:UUC,1 DEA 8.000 1.69E+3 U00 % '1.37E+5 0.000 1 17:UUC, 1 DEA 9.000 018.004 0{00 % -523134 UOO 1 18:ULC.1 DEA 9.000 113E+3 0,000 2 -92U10 0.000 1 18:ULC.1 DEA 9.000 1.O7E+3 0.000 2 -960237 0.080 1 20:ULC.I OEp 9.000 700.398 0.000 o '520797 0.000 1 21:UuC.1DEA 8�000 1�51E+3 0.000 2 '/.20E+3 0.000 1 22:ULC.1DEA 9.000 1.07E+3 0,000 2 '966237 8.000 1 23:ULC.1 DE4 9.000 1.13E+3 0.000 2 '925.316 0.008 1 24:ULC.1 osA 9.080 1.51E+3 UOO 2 '1,20E+3 0.000 1 25:UUC.1 oEA 9.000 700.398 U00 2 '620397 0.080 1 26:UuC.0.6DE 9.008 693,370 V�QVO 2 '5W064 0.000 1 27:ULC.0.6D[ 9.000 734.404 0.000 2 '541.784 0.000 1 28:ULC.0.6D[ 9,000 852276 0,000 2 '596.345 0.800 1 28:ULC.U.ODIE g�OOO 150.417 0.000 2 '143J58 8.000 1 30:ULC.0.0os 9.000 1.23E+3 0.000 2 -994.370 0.000 1 31:ULC'0.0D[ 9.000 852.270 0.000 o '586.345 0.000 1 32:ULC.0,0D[ 8.000 734,464 0,000 2 '541.784 0.000 1 33:ULC'0�0O[ gDOQ 1.23E+3 0�000 2 -994.370 0.000 1 34:UuC.0.6oE 9.000 150,417 O�VOO 2 '1*3.758 0.000 1 S7AAD.Pmm0(SELsClSerieo0)2lO7.11�0z Print Run 107 of 129 114 nsed to Intelligrated Job No A-18-14089 Sheet No 108 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STO Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 38,270 0.276 0.000 1 3:+Z 38.270 5.370 0.000 2 -5.370 0.000 1 4:-Z 38.270 5.370 0,000 1 -5.370 0.000 2 5:DEAD LOAD 38.270 105.385 0,000 1 -105.385 0.000 2 6:LIVE LOAD 38,270 0.000 38.270 2 -0.000 38,270 7:ULC, 1 DEAL 38.270 105.385 0.000 1 -105.385 0.000 2 8:ULC, 1 DEAC 38.270 105.385 0.000 1 -105.385 0.000 2 9:ULC, 1 DEAC 38.270 105.385 0.000 1 -105.385 0.000 2 10:ULC, 1 DEP 38.270 105.192 0.000 1 -105.578 0.000 2 11:ULC, 1 DEA 38.270 105.578 0.000 1 -105.192 0.000 2 12:ULC, 1 DEP 38.270 101.626 0.000 1 -101.626 0.000 2 13:ULC, 1 DEP 38.270 109.144 0.000 1 -109.144 0.000 2 14:ULC, 1 DEP 38.270 105.578 0.000 1 -105.192 0.000 2 15:ULC, 1 DEP 38.270 105.192 0.000 1 -105.578 0.000 2 16:ULC, 1 DEP 38.270 109.144 0,000 1 -109.144 0.000 2 17:ULC, 1 DEP 38.270 101.626 0.000 1 -101.626 0.000 2 18:ULC, 1 DEP 38.270 105.240 0.000 1 -105.530 0.000 2 19:ULC, 1 DEP 38.270 105.530 0.000 1 -105.240 0.000 2 20:ULC, 1 DEP 38.270 102.566 0.000 1 -102.566 0.000 2 21:ULC, 1 DEA 38.270 108.204 0.000 1 -108.204 0.000 2 22:ULC, 1 DEP 38.270 105.530 0.000 1 -105.240 0.000 2 23:ULC, 1 DEP 38.270 105.240 0.000 1 -105.530 0.000 2 24:ULC, 1 DEP 38.270 108.204 0.000 1 -108.204 0.000 2 25:ULC, 1 DEP 38.270 102.566 0.000 1 -102.566 0.000 2 26:ULC, 0.6 DE 38.270 63.231 0.000 1 -63.231 0.000 2 27:ULC, 0.6 DE 38.270 63.038 0.000 1 -63.424 0.000 2 28:ULC, 0,6 DE 38.270 63,424 0.000 1 -63,038 0,000 2 29:ULC, 0.6 DE 38.270 59.472 0,000 1 -59.472 0.000 2 30:ULC, 0.6 DE 38.270 66.990 0.000 1 -66.990 0.000 2 31:ULC, 0.6 DE 38.270 63.424 0.000 1 -63.038 0.000 2 32:ULC, 0.6 DE 38.270 63.038 0.000 1 -63.424 0.000 2 33:ULC, 0.6 DE 38.270 66.990 0.000 1 -66.990 0.000 2 34:ULC, 0.6 DE 38.270 59.472 0.000, 1 -59.472 0.000 2 130 1:+X 8.750 165.783 0.000 1 -189.188 0.000 3 2:-X 8,750 189.188 0.000 3 -165.783 0.000 3:+Z 8.750 98.632 8.750 2 -90.776 8.750 4 4:-Z 8.750 90.776 8.750 4 -98.632 8.750 2 5:DEAD LOAD 8.750 178.946 0.000 1 -188.804 0.000 6:LIVE LOAD 8.750 161.142 0.000 2 -153.717 0.000 1 7:ULC, 1 DEAC 8.750 178.946 0.000 1 -188.804 0.000 3 8:ULC, 1 DEAC 8.750 243.511 0.000 1 -245.944 0.000 9:ULC, 1 DEAC 8.750 203.225 0.000 1 -207,515 0.000 10:ULC, 1 DEP 8,750 294.993 0.000 1 -321.235 0.000 11:ULC, 1 DEA 8.750 195.355 8.750 4 -188.830 8.750 2 Print Tirne/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 108 of 129 115 Software licensed to Intelligrat d oh No Sheot No A-18-14089 109 Rev Pa ob Title Shasta Palletizer Platform Ref By MRL Da 23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 12:ULC, 1 DEA 8.750 120.601 0.000 1 -124.960 0.000 3 13:ULC, 1 DEP 8.750 237.291 0.000 1 -252.648 0.000 3 14:ULC, 1 DEA 8.750 195.355 8.750 4 -188.830 8.750 15:ULC, 1 DEA 8.750 294.993 0.000 1 -321.235 0,000 16:ULC, 1 DEP 8.750 237.291 0.000 1 -252.648 0.000 17:ULC, 1 DEA 8.750 120.601 0.000 1 -124.960 0.000 3 18:ULC, 1 DEP 8.750 287.870 0.000 1 -304.447 0.000 3 19:ULC, 1 DEP 8.750 125.097 8.750 4 -117.099 8.750 2 20:ULC, 1 DEA 8.750 166.528 0.000 1 -166.693 0.000 3 21:ULC, 1 DEA 8.750 239.923 0.000 1 -248.336 0.000 3 22:ULC, 1 DEP 8.750 125,097 8.750 4 -117.099 8.750 2 23:ULC, 1 DEP 8.750 287.870 0.000 1 -304.447 0.000 24:ULC, 1 DEP 8.750 239.923 0.000 1 -248.336 0.000 25:ULC, 1 DEA 8.750 166.528 0.000 1 -166.693 0.000 3 26:ULC, 0.6 DE 8.750 107.367 0.000 1 -113.282 0,000 3 27:ULC, 0.6 DE 8.750 223.415 0.000 1 -245.714 0.000 3 28:ULC, 0.6 DE 8.750 155.114 8.750 4 -144.645 8.750 2 29:ULC, 0.6 DE 8.750 49.022 0.000 1 -49.438 0.000 3 30:ULC, 0,6 DE 8.750 165.712 0.000 1 -177.126 0.000 31:ULC, 0.6 DE 8.750 155.114 8.750 4 -144.645 8.750 2 32:ULC, 0.6 DE 8.750 223.415 0.000 1 -245.714 0.000-7 33:ULC, 0.6 DE 8.750 165.712 0.000 1 -177.126 0.000 3 34:ULC, 0.6 DE 8.750 49.022 0.000 1 -49.438 0.000 3 131 1:+X 16.270 170.146 0.000 1 -177.886 0.000 3 2:-X 16.270 177.886 0.000 3 -170.146 0.000 1 3:+Z 16.270 145.452 16.270 1 -150.857 16.270 3 4:-Z 16.270 150,857 16.270 3 -145.452 16.270 5:DEAD LOAD 16,270 189.741 16.270 4 -182.635 16,270 2 6:LIVE LOAD 16.270 297.269 16.270 1 -295,721 16.270 7:ULC, 1 DEAL 16.270 189.741 16.270 4 -182.635 16.270 2 8:ULC, 1 DEA[ 16.270 355.779 16.270 4 -347.124 16.270 2 9:ULC, 1 DEA[ 16.270 314.269 16.270 4 -306.001 16.270 2 10:ULC, 1 DEA 16.270 208.851 0.000 1 -207.162 0.000 3 11:ULC, 1 DEA 16.270 224.319 16.270 4 -211.794 16.270 2 12:ULC, 1 DEP 16.270 102.528 16.270 4 -99.205 16.270 2 13:ULC, 1 DEA 16.270 276.955 16.270 3 -266.065 16.270 14:ULC, 1 DEA 16.270 224.319 16,270 4 -211,794 16.270 2 15:ULC, 1 DEP 16.270 208.851 0.000 1 -207.162 0.000 3 16:ULC, 1 DEA 16.270 276.955 16.270 3 -266.065 16.270 1 17:ULC, 1 DEA 16.270 102.528 16.270 4 -99.205 16.270 2 18:ULC, 1 DEP 16.270 288.336 16.270 4 -284.132 16.270 2 19:ULC, 1 DEA 16.270 340.203 16.270 4 -327.871 16.270 2 20:ULC, 1 DEA 16,270 248.859 16.270 4 -243,429 16.270 2 21:ULC, 1 DEP 16.270 379.679 16.270 4 -368.574 16.270 2 Print Time/Pate: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 109 of 129 116 Software licensed to Intelligrated Job No A-18.14089 Sheet No 110 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Date23_Aug_19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEA 16.270 340.203 16.270 4 -327.871 16.270 2 23:ULC, 1 DEA 16.270 288.336 16.270 4 -284.132 16.270 2 24:ULC, 1 DEP 16.270 379.679 16.270 4 -368.574 16.270 2 25:ULC, 1 DEP 16.270 248.859 16.270 4 -243.429 16.270 2 26:ULC, 0.6 DE 16.270 113.845 16.270 4 -109.581 16.270 2 27:ULC, 0.6 DE 16.270 172.750 0.000 1 -173.904 0.000 3 28:ULC, 0.6 DE 16.270 158.445 0.000 3 -148.763 0.000 1 29:ULC, 0.6 DE 16,270 43.778 0.000 1 -43.298 0,000 2 30:ULC, 0.6 DE 16.270 201.058 16.270 3 -193.011 16.270 1 31:ULC, 0.6 DE 16.270 158.445 0.000 3 -148.763 0.000 1 32:ULC, 0.6 DE 16.270 172.750 0.000 1 -173.904 0.000 3 33:ULC, 0.6 DE 16.270 201.058 16.270 3 -193.011 16.270 1 34:ULC, 0.6 DE 16.270 43.778 0.000 1 -43.298 0.000 2 132 1:+X 50.000 206.341 0.000 1 -198.191 0.000 2:-X 50.000 198.191 0.000 3 -206.341 0.000 1 3:+Z 50.000 107.538 50.000 4 -142.601 50.000 2 4:-Z 50.000 142.601 50.000 2 -107.538 50.000 4 5:DEAD LOAD 50.000 285.407 0.000 1 -237.140 0.000 3 6:LIVE LOAD 50.000 269.129 0.000 2 -273.410 0.000 1 7:ULC, 1 DEAL 50.000 285.407 0.000 1 -237.140 0.000 3 8:ULC, 1 DEA[ 50.000 380.936 0.000 1 -336.951 0.000 3 9:ULC, 1 DEAL 50.000 313.654 0.000 1 -268.599 0.000 3 10:ULC, 1 DEA 50.000 428.547 0.000 1 -374.576 0.000 11:ULC, 1 DEA 50.000 212.481 50.000 2 -169.919 50.000 4 12:ULC, 1 DEA 50,000 212.213 0.000 1 -188.490 0.000 13:ULC, 1 DEA 50.000 358.601 0.000 1 -285.790 0.000 3 14:ULC, 1 DEA 50.000 212.481 50.000 2 -169.919 50.000 4 15:ULC, 1 DEP 50.000 428.547 0.000 1 -374.576 0.000 ' 3 16:ULC, 1 DEA 50.000 358.601 0.000 1 -285.790 0.000 17:ULC, 1 DEP 50.000 212.213 0.000 1 -188.490 0.000 3 18:ULC, 1 DEP 50.000 421.983 0.000 1 -372.649 0.000 3 19:ULC, 1 DEP 50.000 207.200 4.167 2 -166.423 4.167 4 20:ULC, 1 DEP 50.000 249.590 0.000 1 -222.943 0.000 3 21:ULC, 1 DEA 50.000 377.718 0.000 1 -314.255 0.000 3 22:ULC, 1 DEP 50.000 207.200 4.167 2 -166.423 4.167 4 23:ULC, 1 DEP 50.000 421.983 0.000 1 -372.649 0.000 3 24:ULC, 1 DEP 50.000 377.718 0.000 1 -314.255 0.000 3 25:ULC, 1 DEP 50.000 249.590 0.000 1 -222.943 0.000 3 26:ULC, 0.6 DE 50.000 171.244 0.000 1 -142.284 0.000 3 27:ULC, 0.6 DE 50.000 314.385 0.000 1 -279.720 0.000 28:ULC, 0.6 DE 50.000 176.129 50.000 2 -152.874 50.000 4 29:ULC, 0.6 DE 50.000 98.050 0.000 1 -93.634 0.000 2 30:ULC, 0.6 DE 50.000 244.438 0.000 1 -190.934 0.000 3 31:ULC, 0.6 DE 50.000 176.129 50.000 2 -152.874 50.000 4 Print Time/Date: 03/09/2019 12:43 STAAD,Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 110 of 129 117 are licensed to lntelligrated Job No A-18-14089 Sheet No 111 Rev Part Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 50.000 314.385 0.000 1 -279.720 0.000 33:ULC, 0.6 DE 50,000 244,438 0.000 1 -190.934 0.000 34:ULC, 0.6 DE 50.000 98.050 0.000 1 -93.634 0.000 2 133 1:+X 57,770 103.386 0.000 1 -96.142 0.000 2:-X 57.770 96.142 0.000 3 -103.386 0.000 1 3:+Z 57.770 270.890 57.770 1 -251,169 57.770 4:-Z 57.770 251.169 57.770 3 -270.890 57.770 5:DEAD LOAD 57.770 514.944 57.770 3 -538.828 57.770 1 6:LIVE LOAD 57.770 111.871 57.770 2 -103.124 57.770 4 7:ULC, 1 DEA( 57.770 514.944 57.770 3 -538.828 57.770 8:ULC, 1 DEA[ 57.770 442.042 57.770 3 -457.178 57.770 9:ULC, 1 DEAE 57.770 460.268 57,770 3 -477.591 57.770 1 10:ULC, 1 DEP 57.770 530.061 0.000 1 -548,874 0.000 11:ULC, 1 DEA 57.770 517,948 57.770 3 -546.902 57.770 12:ULC, 1 DEP 57.770 339.126 57.770 3 -349.205 57.770 13:ULC, 1 DEP 57.770 690.763 57.770 3 -728.451 57.770 1 14:ULC, 1 DEP 57.770 517.948 57.770 3 -546.902 57.770 15:ULC, 1 DEP 57.770 530.061 0.000 1 -548.874 0.000 16:ULC, 1 DEP 57.770 690.763 57.770 3 -728.451 57.770 17:ULC, 1 DEA 57.770 339,126 57.770 3 -349.205 57.770 1 18:ULC, 1 DEP 57.770 499.373 0.000 1 -512.893 0.000 19:ULC, 1 DEP 57.770 462.520 57.770 3 -483.647 57.770 20:ULC, 1 DEP 57.770 345.158 0.000 1 -352,128 0.000 2 21:ULC, 1 DEP 57,770 592.132 57.770 3 -619.808 57.770 22:ULC, 1 DEP 57.770 462.520 57.770 3 -483.647 57.770 23:ULC, 1 DEP 57.770 499.373 0.000 1 -512.893 0.000 24:ULC, 1 DEP 57.770 592.132 57,770 3 -619.808 57.770 25:ULC, 1 DEP 57.770 345.158 0.000 1 -352.128 0.000 2 26:ULC, 0.6 DE 57.770 308.967 57.770 3 -323.297 57.770 27:ULC, 0.6 DE 57.770 346.985 0.000 1 -356,244 0.000 28:ULC, 0.6 DE 57.770 311.970 57.770 3 -331.371 57.770 29:ULC, 0.6 DE 57.770 141.364 0.000 1 -141.890 0.000 2 30:ULC, 0.6 DE 57.770 484.785 57.770 3 -512.919 57.770 1 31:ULC, 0.6 DE 57.770 311.970 57.770 3 -331.371 57.770 32:ULC, 0.6 DE 57.770 346.985 0.000 1 -356.244 0.000 33:ULC, 0.6 DE 57.770 484.785 57.770 3 -512,919 57.770 1 34:ULC, 0.6 DE 57.770 141.364 0.000 1 -141.890 0.000 2 134 1:+X 55.790 289.968 0.000 1 -269.431 0.000 2:-X 55.790 269.431 0.000 3 -289.968 0.000 3:+Z 55.790 164.933 55.790 3 -206.559 55.790 1 4:-Z 55.790 206.559 55.790 1 -164.933 55.790 5:DEAD LOAD 55.790 375.078 55.790 1 -315.524 55.790 6:LIVE LOAD 55.790 121.133 55.790 4 -118.772 55.790 2 7:ULC, 1 DEAE 55.790 375.078 55.790 1 -315.524 55.790 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20,07.11.82 Print Run 111 of 129 118 software firensed to Intelligrate Job No 112 mw "art Job Title Shasta Palletizer Platform Re By IVIRL o111123*ug-19 moPa|leUzerSTD Beam Combined Axial and Bend^nq Stresses Summary Cont... Maxoomp Max Tens Beam LIC Lr"od, (in) Smmoo (psi) d (in) . Corner Stress (Psi) d (in) Corner 0:ULC.1DEA[- 55.790 283.211 55�790 1 -201.285 55�780 3 9:ULC.1OEAC 55.790 291]78 55.790 1 £29.852 55.790 3 10:ULC.1DEA 55.790 378.768 0.000 1 -304.838 0�000 8 11:1-11-C. 1 DEA 55790 521�627 55,790 1 -476,449 55790 3 12:ULC.1 OEA 55J90 250.406 55780 1 -200.071 55780 3 13:VLC.1 mGu ooJon 519.688 55J90 1 430,e77 55.70 a 14:1.11-C.1 DsA 55J90 521.627 55.780 1 470.448 55.790 3 15:UUC,1 DE4 55.790 378.708 0.000 1 -304.838 0.000 3 10:ULC.1DGu 55780 518.069 55.790 1 430.977 55.790 3 17:1.11-C, 1DEA 55J90 230.406 55.790 1 -200.071 55.790 3 18:VLC.1DEp 55790 892,428 0.000 1 -320.321 0.000 8 19:VLC.1 OEO 55J98 401.090 55790 1 '350.540 55.790 3 20:ULC.|DG^ 55.780 249.4&* 55390 4 '21U13 55.790 2 21:ULC.1 DsA 55790 399.021 55J90 1 -316.442 55J80 3 22:VLC.1DEA 55780 401.090 55,790 1 '350.540 55.790 3 23:ULC'1DEA 55790 392.420` 0.000 1 '320,321 0.000 3 24:ULC.1OEA 55790 398.021 55.790 1 '310442 55780 3 25:ULC 1nEA 55J90 249.484 55.790 4 `210.013 55J80 2 26:uuc.o.oDIE 55,790 225,047 55.790 1 -18e.314 e5.790 o 27:ULC.0.6D[ 55.790 508A52 U00 1 '258.344 0.800 3 28:uLC.0.6D[ 55.790 371.596 55J90 1 -350239 55.780 3 29:ULC.0.6V[ 55790 111J17 55.790 4 '105123 55�790 2 30:VLC.0.6D[ 55�780 309.638 55780 1 -304.767 55790 3 31:ULC.0.6D[ 55.790 371.596 55J90 1 '350.239 55.780 3 32:ULC.0.0nE ooJSn 308.452 0,000 1 `258.544 nono 3 33:VLG.0.0n[ 55J30 308.630 55790 1 -304.767 55�790 3 34:ULC.0.6DE 55790 111717 55J8V 4 '1U5123 557SQ o 135 , t+x 3a270 'U,zru 0-000 1 2:-X 38.270 0276 0�008 I o:+z 38.270 5.370 uoon z '5.370 0.000 1 4:'Z 38270 5,870 0.000 1 '5.370 0.800 2 o:usxoLOAo 38.270 105.380 0.000 1 '105-3e* 000n u 61|vELOAD 38.270 8.000 38.270 2 4000 38z70 1 TULC, 1 DEAc 38.270 105.386 0,000 1 '105.384 0.000 2 8:1-11-:.1osfu 38�270 105.385 0.000 1 '105.384 0,080 z n:uuo. 1 nExc 38.270 105.386 0.000 1 '1W3134 uono 2 10:ULC.1DEA 38270 105193 0.080 1 -105.577 U00 2 11:UuC.1oEA 38270 105.57e 0.000 1 '105.190 000u 2 12:uLo.1DsA 38.270 101.627 nono 1 '101.625 nuno 2 13:1.11-C,1oEA 38270 109145 0�000 1 -109,148 0,000 c 14:ULC.1 OEA 38.270 105.579 0.000 1 '105190 0.000 o 15:ULC 1DEA 88270 105183 0,000 1 '105.577 0.000 2 16:uuC.1oeA 3e.270 109.115 0000 1 '109,143 u000 a 17;ULC.1D E^ 38.270 101.627 0.000 1 -101a25 0.000 o alxADPmmW(SsLsCT^vrienU)20zn.11.au Print Run nemom 119 are licensed to Intelligrated Job No A-18-14089 Sheet No 113 Rev Part Job Title Shasta Palletizer Platform Ref By MRL DalE23-Aug-19 Chd SRT Client Fite Palletizer.STD Dale/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (Psi) d (in) Corner 18:ULC, 1 DEP 38.270 105.242 0.000 1 -105.529 0.000 19:ULC, 1 DEA 38.270 105.531 0.000 1 -105.239 0.000 20:ULC, 1 DEP 38.270 102.567 0.000 1 -102.565 0.000 2 21:ULC, 1 DEP 38.270 108.205 0.000 1 -108.203 0.000 2 22:ULC, 1 DEP 38.270 105.531 0.000 1 -105.239 0.000 2 23:ULC, 1 DEP 38,270 105.242 0.000 1 -105.529 0.000 2 24:ULC, 1 DEA 38.270 108.205 0.000 1 -108.203 0.000 2 25:ULC, 1 DEA 38.270 102.567 0.000 1 -102.565 0.000 2 26:ULC, 0.6 DE 38,270 63.232 0.000 1 -63.230 0.000 2 27:ULC, 0.6 DE 38.270 63.039 0.000 1 -63.424 0.000 2 28:ULC, 0.6 DE 38.270 63,424 0.000 1 -63.037 0,000 2 29:ULC, 0.6 DE 38.270 59.473 0.000 1 -59.472 0.000 2 30:ULC, 0.6 DE 38.270 66,990 0.000 1 -66.989 0.000 2 31:ULC, 0.6 DE 38.270 63.424 0.000 1 -63.037 0.000 2 32:ULC, 0.6 DE 38.270 63.039 0.000 1 -63.424 0.000 2 33:ULC, 0.6 DE 38.270 66.990 0.000 1 -66.989 0.000 34:ULC, 0.6 DE 38.270 59.473 0.000 1 -59.472 0.000 136 1:+X 8.750 172.525 0.000 1 -196.411 0.000 2:-X 8.750 196.411 0.000 3 -172.525 0.000 3:+Z 8.750 247.803 0.000 1 -263.013 0.000 4:-Z 8.750 263.013 0.000 3 -247.803 0.000 5:DEAD LOAD 8.750 354.753 0.000 3 -334.926 0.000 6:LIVE LOAD 8.750 103.111 0.000 1 -110.213 0.000 7:ULC, 1 DEAL 8.750 354.753 0.000 3 -334.926 0.000 8:ULC, 1 DEAL 8.750 315.819 0.000 1 -303.095 0.000 2 9:ULC, 1 DEAL 8.750 325.552 0.000 1 -311.053 0.000 2 10:ULC, 1 DEP 8.750 217.265 0.000 1 -214.159 0.000 2 11:ULC, 1 DEA 8.750 492.241 0.000 3 -455.694 0.000 1 12:ULC, 1 DEP 8.750 170.643 0.000 3 -161.464 0.000 1 , 13:ULC, 1 DEA 8.750 538.862 0.000 3 -508.388 0.000 14:ULC, 1 DEP 8.750 492.241 0.000 3 -455.694 0.000 15:ULC, 1 DEP 8.750 217.265 0,000 1 -214.159 0.000 2 16:ULC, 1 DEP 8.750 538.862 0.000 3 -508.388 0.000 1 17:ULC, 1 DEA 8.750 170.643 0.000 3 -161.464 0.000 18:ULC, 1 DEP 8.750 222.436 0.000 1 -220.477 0.000 2 19:ULC, 1 DEP 8.750 428.668 0.000 3 -401.628 0.000 20:ULC, 1 DEA 8.750 187.470 0.000 1 -180.956 0.000 2 21:ULC, 1 DEP 8.750 463.634 0.000 1 -441.149 0.000 2 22:ULC, 1 DEP 8.750 428.668 0.000 3 -401.628 0.000 23:ULC, 1 DEP 8.750 222.436 0,000 1 -220.477 0.000 2 24:ULC, 1 DEP 8.750 463,634 0.000 -441.149 0.000 2 25:ULC, 1 DEP 8.750 187.470 0.000 1 -180.956 0.000 2 26:ULC, 0.6 DE 8.750 212.852 0.000 3 -200.956 0.000 1 27:ULC, 0.6 DE 8.750 114,871 8.750 1 -119.697 8.750 3 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 113 of 129 120 Software licensed to Intelligrated ob No A-18-1408 Sheet N 114 Rev Part ob Tale Shasta Palletizer Platform Re Y MR atc23-Aug-19 Ctid SRT Client File Palletizer.STD Date/Time 03-Sep-20 9 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LJC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 28:ULC, 0.6 DE 8.750 350.340 0.000 3 -321.723 0.000 1 29:ULC, 0.6 DE 8.750 29.458 8.750 2 -28.211 8.750 4 30:ULC, 0.6 DE 8.750 396.961 0.000 3 -374.418 0.000 1 31:ULC, 0.6 DE 8.750 350.340 0.000 3 -321.723 0.000 32:ULC, 0.6 DE 8.750 114.871 8.750 1 -119.697 8,750 33:ULC, 0.6 DE 8.750 396.961 0.000 3 -374.418 0.000 1 34:ULC, 0.6 DE 8.750 29.458 8.750 2 -28.211 8.750 4 137 1:+X 16.250 175.510 0.000 1 -183.500 0.000 2:-X 16.250 183.500 0.000 3 -175.510 0.000 1 3:+Z 16.250 167.740 16.250 4 -163.813 16.250 2 4:-Z 16,250 163.813 16.250 2 -167.740 16.250 4 5:DEAD LOAD 16,250 273.893 16.250 2 -278.095 16.250 4 6:LIVE LOAD 16,250 198.272 16,250 3 -196.994 16.250 7:ULC, 1 DEAC 16.250 273.893 16.250 2 -278.095 16.250 4 8:ULC, 1 DEAC 16.250 372.486 16,250 2 -375,411 16.250 4 9:ULC, 1 DEAC 16.250 347.838 16.250 2 -351.082 16.250 4 10:ULC, 1 DEP 16.250 302.402 16.250 2 -312.197 16.250 4 11:ULC, 1 DEA 16.250 245.384 16.250 2 -243.993 16.250 4 12:ULC, 1 DEP 16.250 159.223 16.250 2 -160.677 16.250 4 13:ULC, 1 DEP 16,250 388.562 16.250 2 -395.513 16.250 4 14:ULC, 1 DEP 16.250 245.384 16,250 2 -243,993 16.250 4 15:ULC, 1 DEP 16.250 302.402 16.250 2 -312.197 16.250 4 16:ULC, 1 DEP 16.250 388.562 16,250 2 -395.513 16.250 4 17:ULC, 1 DEP 16.250 159.223 16.250 2 -160.677 16.250 4 18:ULC, 1 DEP 16.250 369.219 16.250 2 -376.658 16.250 19:ULC, 1 DEP 16.250 326.456 16.250 2 -325.505 16.250 4 20:ULC, 1 DEP 16,250 261.836 16.250 2 -263.018 16,250 4 21:ULC, 1 DEP 16,250 433.840 16,250 2 -439.145 16,250 22:ULC, 1 DEP 16.250 326.456 16.250 2 -325.505 16,250 4 23:ULC, 1 DEP 16.250 369.219 16.250 2 -376.658 16.250 4 24:ULC, 1 DEP 16.250 433.840 16.250 2 -439.145 16.250 4 25:ULC, 1 DEA 16.250 261.836 16.250 2 -263.018 16.250 4 26:ULC, 0.6 DE 16.250 164.336 16.250 2 -166.857 16.250 27:ULC, 0.6 DE 16.250 192.844 16.250 2 -200.959 16.250 4 28:ULC, 0.6 DE 16.250 196.348 0.000 3 -193.275 0.000 29:ULC, 0.6 DE 16.250 49.666 16.250 2 -49.439 16.250 30:ULC, 0.6 DE 16.250 279.005 16.250 2 -284.275 16.250 31:ULC, 0.6 DE 16.250 196.348 0.000 3 -193.275 0.000 1 32:ULC, 0.6 DE 16.250 192.844 16.250 2 -200.959 16.250 4 33:ULC, 0.6 DE 16.250 279.005 16.250 2 -284.275 16.250 4 34:ULC, 0.6 DE 16.250 49.666 16.250 2 -49.439 16.250 4 138 1:+X 50.000 212.897 0.000 1 -204.519 0.000 2:-X 50.000 204.519 0.000 3 -212.897 0.000 3:+Z 50.000 210.968 0,000 1 -170.871 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07,11.82 Print Run 114 of 129 121 or 0 Software licensed to Intelligrated ob No A-18-14089 Sheet No 5 Rev Part Job Title Shasta Palletizer Platform Ref By MRL oatE23_Aug_19 Chd SRT Client File Palletize .STD Daternm° 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 4:-Z 50.000 170.871 0.000 3 -210.968 0.000 1 5:DEAD LOAD 50.000 434.069 0.000 4 -484.441 0.000 1 6:LIVE LOAD 50.000 249.871 0.000 1 -233.383 0.000 2 7:ULC, 1 DEA[ 50.000 434.069 0.000 4 -484.441 0.000 1 8:ULC, 1 DEA[ 50.000 530.526 0.000 1 -564.411 0.000 2 9:ULC, 1 DEA[ 50.000 506.412 0.000 1 -544.418 0.000 2 10:ULC, 1 DEA 50.000 292.757 0.000 1 -337.265 0.000 2 11:ULC, 1 DEA 50.000 575.380 0.000 3 -631.616 0.000 1 12:ULC, 1 DEP 50.000 314.459 0.000 1 -336.763 0.000 2 13:ULC, 1 DEP 50.000 553.678 0.000 3 -632.119 0.000 1 14:ULC, 1 DEP 50.000 575.380 0.000 3 -631.616 0.000 1 15:ULC, 1 DEP 50.000 292.757 0.000 1 -337.265 0.000 2 16:ULC, 1 DEA 50.000 553.678 0.000 3 -632.119 0.000 17:ULC, 1 DEA 50.000 314.459 0.000 1 -336.763 0.000 2 18:ULC, 1 DEP 50.000 400.428 0.000 1 -434.036 0.000 2 19:ULC, 1 DEP 50.000 612.395 0.000 1 -654.800 0.000 2 20:ULC, 1 DEP 50.000 416.704 0.000 1 -433.660 0.000 2 21:ULC, 1 DEP 50.000 596.119 0.000 1 -655.177 0.000 2 22:ULC, 1 DEP 50.000 612.395 0.000 1 -654.800 0.000 23:ULC, 1 DEP 50.000 400.428 0.000 1 -434.036 0.000 2 24:ULC, 1 DEP 50.000 596.119 0.000 1 -655.177 0.000 2 25:LILC, 1 DEP 50.000 416.704 0.000 1 -433.660 0.000 2 26:ULC, 0.6 DE 50.000 260.441 0.000 4 -290.664 0.000 1 27:ULC, 0.6 DE 50.000 125.561 0.000 1 -149.920 0.000 2 28:ULC, 0.6 DE 50.000 401.752 0.000 3 -437.840 0.000 1 29:ULC, 0.6 DE 50.000 140.831 0.000 1 -142.987 0.000 2 30:ULC, 0.6 DE 50.000 380.051 0.000 3 -438.342 0.000 1 31:ULC, 0.6 DE 50.000 401.752 0.000 3 -437.840 0.000 1 32:ULC, 0.6 DE 50.000 125.561 0.000 1 -149.920 0.000 2 33:ULC, 0.6 DE 50.000 380.051 0.000 3 -438.342 0.000 1 34:ULC, 0.6 DE , 50.000 140.831 0.000 1 -142.987 0.000, 2 139 1:+X 57.770 115.321 0.000 1 -109.693 0.000 2:-X 57.770 109.693 0.000 3 -115.321 0.000 3:+Z 57.770 257.419 57.770 4 -271.870 57.770 2 4:-Z 57.770 271.870 57.770 2 -257.419 57.770 4 5:DEAD LOAD 57.770 528.344 57.770 2 -509.627 57.770 4 6:LIVE LOAD 57.770 111.805 0.000 1 -117.273 0.000 3 7:ULC, 1 DEM 57.770 528.344 57.770 2 -509.627 57.770 4 8:ULC, 1 DEA[ 57.770 446.208 0.000 1 -432.957 0.000 2 9:ULC, 1 DEAC 57.770 462.686 0.000 1 -448.068 0.000 2 10:ULC, 1 DEA 57.770 530.606 57.770 2 -507.951 57.770 4 11:ULC, 1 DEA 57.770 585.437 0.000 3 -570.658 0.000 1 12:ULC, 1 DEP 57.770 338.035 57.770 2 -329.434 57.770 4 13:ULC, 1 DEP 57.770 718.653 57.770 2 -689.821 57.770 4 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 115 of 129 122 Software licensed to Intelligrated Job No A-18-14089 Part Sheet No 116 Rev Job Title Shasta Palletizer Platform Ref By MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 14:ULC, 1 DEA 57.770 585.437 0.000 3 -570.658 0.000 1 15:ULC, 1 DEP 57.770 530.606 57.770 2 -507.951 57.770 4 16:ULC, 1 DEP 57.770 718.653 57.770 2 -689.821 57.770 4 17:ULC, 1 DEA 57.770 338.035 57.770 2 -329.434 57.770 4 18:ULC, 1 DEP 57.770 443.439 57.770 2 -425.869 57.770 4 19:ULC, 1 DEP 57.770 517.673 0.000 3 -506.010 0.000 1 20:ULC, 1 DEA 57.770 330.254 0.000 1 -323.223 0.000 2 21:ULC, 1 DEA 57.770 595.118 0.000 3 -572.913 0.000 22:ULC, 1 DEA 57.770 517.673 0.000 3 -506.010 0.000 1 23:ULC, 1 DEA 57.770 443.439 57.770 2 -425,869 57.770 4 24:ULC, 1 DEP 57.770 595.118 0.000 3 -572.913 0.000 1 25:ULC, 1 DEA 57.770 330.254 0.000 1 -323.223 0.000 2 26:ULC, 0.6 DE 57.770 317.006 57.770 2 -305.776 57.770 4 27:ULC, 0.6 DE 57.770 319.269 57.770 2 -304.100 57.770 4 28:ULC, 0.6 DE 57.770 380.589 0.000 3 -373.297 0.000 1 29:ULC, 0.6 DE 57.770 130.697 0.000 1 -129.581 0.000 2 30:ULC, 0.6 DE 57.770 507.316 57.770 2 -485.970 57.770 4 31:ULC, 0.6 DE 57.770 380.589 0.000 3 -373.297 0.000 1 32:ULC, 0.6 DE 57.770 319.269 57.770 2 -304.100 57.770 4 33:ULC, 0.6 DE 57.770 507.316 57.770 2 -485.970 57.770 4 34:ULC, 0.6 DE 57.770 130.697 0.000 1 -129.581 0.000 2 140 1:+X 55.790 274.227 0.000 1 -260.457 0.000 3 2:-X 55.790 260.457 0.000 3 -274.227 0.000 1 3:+Z 55.790 225.707 0.000 1 -171.035 0.000 4:-Z 55.790 171.035 0.000 3 -225.707 0.000 1 5:DEAD LOAD 55.790 319.778 0.000 3 -388.621 0.000 1 6:LIVE LOAD 55.790 110.176 0.000 1 -89.259 0.000 7:ULC, 1 DEAC 55.790 319.778 0.000 3 -388.621 0.000 1 8:ULC, 1 DEA[ 55.790 305.255 0.000 1 -353.181 0.000 2 9:ULC, 1 DEAL 55.790 308.886 0.000 4 -362.041 0.000 1 10:ULC, 1 DEP 55.790 343.091 55.790 4 -402.297 55.790 2 11:ULC, 1 DEA 55.790 490.956 0.000 3 -569.439 0.000 12:ULC, 1 DEA 55.790 200.054 0.000 1 -230.627 0.000 2 13:ULC, 1 DEA 55.790 439.502 0.000 3 -546.616 0.000 1 14:ULC, 1 DEP 55.790 490.956 0.000 3 -569.439 0.000 1 15:ULC, 1 DEP 55.790 343.091 55.790 4 -402.297 55.790 2 16:ULC, 1 DEP 55.790 439.502 0.000 3 -546.616 0.000 1 17:ULC, 1 DEP 55.790 200.054 0.000 1 -230.627 0.000 2 18:ULC, 1 DEA 55.790 292.795 55.790 4 -338.723 55.790 2 19:ULC, 1 DEP 55.790 437.270 0.000 3 -497.654 0.000 1 20:ULC, 1 DEP 55.790 219.093 0.000 1 -243.545 0.000 2 21:ULC, 1 DEA 55.790 398.679 0,000 3 -480.537 0.000 1 22:ULC, 1 DEP 55.790 437.270 0.000 3 -497.654 0.000 1 23:ULC, 1 DEP 55.790 292.795 55.790 4 -338.723 55.790 2 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 116 of 129 123 Software licensed to Intelligrated Job No A-18-14089 heet No 117 Rev P -lob Tale Shasta Palletizer Platform Ref Y MRL Dic23-Aug-19 Chicl SRT Client File Palletizer.STD DateM 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Corner Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) 24:ULC, 1 DEP 55.790 398.679 0.000 3 -480.537 0.000 25:ULC, 1 DEP 55.790 219.093 0.000 1 -243.545 0.000 2 26:ULC, 0.6 DE 55.790 191,867 0.000 3 -233.173 0.000 27:ULC, 0.6 DE 55.790 267.830 55.790 4 -299.498 55.790 2 28:ULC, 0.6 DE 55.790 363.045 0.000 3 -413.990 0.000 29:ULC, 0.6 DE 55.790 92.197 55.790 1 -95.234 55.790 2 30:ULC, 0.6 DE 55.790 311.591 0.000 3 -391.168 0.000 1 31:ULC, 0.6 DE 55.790 363.045 0.000 3 -413.990 0.000 1 32:ULC, 0.6 DE 55.790 267.830 55.790 4 -299.498 55.790 2 33:ULC, 0.6 DE 55.790 311.591 0.000 3 -391.168 0.000 1 34:ULC, 0.6 DE 55,790 92.197 55.790 1 -95.234 55.790 2 141 1:+X 9.000 45.724 0,000 3 -94.392 0,000 2:-X 9.000 94.392 0.000 1 -45.724 0.000 3:+Z 9.000 480.430 0.000 3 -270.538 0.000 1 4:-Z 9.000 270.538 0.000 1 -480.430 0.000 3 5:DEAD LOAD 9.000 779.154 0.000 2 -899.035 0.000 1 6:LIVE LOAD 9.000 638.648 0.000 7:ULC, 1 DEAL 9.000 779.154 0.000 2 -899.035 0.000 1 8:ULC, 1 DEAC 9.000 784.815 0.000 1 -260.387 0.000 4 9:ULC, 1 DEAC 9.000 783.399 0.000 1 -420.049 0.000 4 10:ULC, 1 DEP 9.000 721.210 0.000 2 -875.160 0.000 11:ULC, 1 DEA 9.000 837.097 0.000 2 -922.911 0.000 1 12:ULC, 1 DEP 9.000 589.777 0.000 2 -562.735 0,000 1 13:ULC, 1 DEP 9.000 968.531 0.000 2 -1.24E+3 0.000 1 14:ULC, 1 DEP 9.000 837.097 0.000 2 -922.911 0.000 1 15:ULC, 1 DEP 9.000 721.210 0.000 2 -875.160 0.000 1 16:ULC, 1 DEP 9.000 968.531 0.000 2 -1.24E+3 0.000 17:ULC, 1 DEP 9.000 589,777 0.000 2 -562.735 0.000 18:ULC, 1 DEP 9.000 739.942 0.000 1 -402.142 0.000 4 19:ULC, 1 DEP 9.000 826.857 0.000 1 -437.956 0.000 4 20:ULC, 1 DEP 9.000 641.367 0.000 1 -167.824 0.000 4 21:ULC, 1 DEP 9.000 925.432 0.000 1 -672.275 0.000 3 22:ULC, 1 DEP 9.000 826.857 0.000 1 -437.956 0.000 4 23:ULC, 1 DEP 9.000 739.942 0.000 1 -402.142 0.000 4 24:ULC, 1 DEP 9.000 925,432 0.000 1 -672.275 0.000 25:ULC, 1 DEP 9.000 641.367 0.000 1 -167.824 0.000 4 26:ULC, 0.6 DE 9.000 467.492 0.000 2 -539.421 0.000 27:ULC, 0.6 DE 9.000 409.549 0.000 2 -515.546 0.000 1 28:ULC, 0.6 DE 9.000 525.436 0.000 1 -563.297 0.000 3 29:ULC, 0.6 DE 9.000 278.116 0.000 2 -203.120 0.000 1 30:ULC, 0.6 DE 9.000 656.869 0.000 1 -875.722 0.000 3 31:ULC, 0.6 DE 9.000 525.436 0.000 1 -563.297 0.000 3 32:ULC, 0.6 DE 9.000 409.549 0,000 2 -515.546 0,000 33:ULC, 0.6 DE 9.000 656.869 0.000 11 -875.722 0,000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 117 of 129 124 Software licensed to Intelligrated Job No A-18-14089 Sheet No 118 Rev Part J,b Title Shasta Palletizer Platform Ref By MRL Date23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 34:ULC, 0.6 DE 9.000 278,116 0.000 2 -203.120 0,000 1 142 1:+X 9.000 268.111 0.000 3 -208.342 0.000 1 2:-X 9.000 208.342 0.000 1 -268.111 0.000 3 3:+Z 9.000 550.134 0.000 1 -349.190 0.000 3 4:-Z 9.000 349.190 0.000 3 -550.134 0.000 1 5:DEAD LOAD 9.000 1E+3 0.000 2 -1.14E+3 0.000 1 6:LIVE LOAD 9.000 641.384 0.000 1 -109.382 0.000 2 7:ULC, 1 DEA[ 9.000 1E+3 0.000 2 -1.14E+3 0.000 1 8:ULC, 1 DEAC 9.000 894.636 0.000 2 -494.273 0.000 1 9:ULC, 1 DEAC 9.000 921.981 0.000 2 -654.618 0,000 1 10:ULC, 1 DEP 9.000 1.16E+3 0.000 2 -1.25E+3 0.000 1 11:ULC, 1 DEA 9.000 843.547 0.000 2 -1.02E+3 0.000 1 12:ULC, 1 DEP 9.000 759.584 0.000 2 -750.563 0.000 1 13:ULC, 1 DEP 9.000 1.25E+3 0.000 2 -1.52E+3 0.000 1 14:ULC, 1 DEP 9.000 843.547 0.000 2 -1.02E+3 0.000 1 15:ULC, 1 DEP 9.000 1.16E+3 0.000 2 -1.25E+3 0.000 1 16:ULC, 1 DEP 9.000 1.25E+3 0.000 2 -1.52E+3 0.000 1 17:ULC, 1 DEP 9.000 759.584 0.000 2 -750.563 0.000 1 18:ULC, 1 DEP 9.000 1.04E+3 0.000 3 -743.593 0.000 1 19:ULC, 1 DEP 9.000 801.629 0.000 2 -565.644 0.000 1 20:ULC, 1 DEP 9.000 738.657 0.000 2 -365.798 0.000 1 21:ULC, 1 DEP 9.000 1.11E+3 0.000 2 -943.439 0.000 1 22:ULC, 1 DEP 9.000 801.629 0.000 2 -565.644 0.000 1 23:ULC, 1 DEP 9.000 1.04E+3 0.000 3 -743.593 0.000 1 24:ULC, 1 DEP 9.000 1.11E+3 0.000 2 -943.439 0.000 1 25:ULC, 1 DEP 9.000 738.657 0.000 2 -365.798 0.000 1 26:ULC, 0.6 DE 9,000 602.411 0.000 2 -681.394 0.000 1 27:ULC, 0.6 DE 9.000 762.881 0.000 3 -800.026 0.000 1 28:ULC, 0.6 DE 9.000 441.940 0.000 2 -562.762 0.000' 1 29:ULC, 0.6 DE 9.000 357.977 0.000 2 -296.300 0.000 1 30:ULC, 0.6 DE 9.000 846.844 0.000 3 -1.07E+3 0.000 1 31:ULC, 0.6 DE 9.000 441.940 0.000 2 -562.762 0.000 1 32:ULC, 0.6 DE 9.000 762.881 0.000 3 -800.026 0.000 1 33:ULC, 0.6 DE 9.000 846.844 0.000 3 -1.07E+3 0.000 1 34:ULC, 0.6 DE 9.000 357.977 0.000 2 -296.300 0.000 1 143 1:+X 9.000 133.626 0.000 3 -211.831 0.000 1 2:-X 9.000 211.831 0.000 1 -133.626 0.000 3 3:+Z 9.000 752.515 0.000 1 -551.203 0.000 2 4:-Z 9.000 551.203 0.000 2 -752.515 0.000 1 5:DEAD LOAD 9.000 1.27E+3 0.000 2 -1.33E+3 0.000 1 6:LIVE LOAD 9.000 733.327 0.000 1 7:ULC, 1 DEAC 9.000 1.27E+3 0.000 2 -1.33E+3 0.000 1 8:ULC, 1 DEAC 9.000 1.29E+3 0.000 2 -598.048 0.000 1 9:ULC, 1 DEAC 9.000 1.29E+3 0.000 2 -781.380 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 118 of 129 125 re licensed to Intelligrated Job No A-18-14089 Sheet No 119 Rev Part Jet) Title Shasta Palletizer Platform Ref By MRL D°t'23-Aug-19 Chd SRT Client HI° Palletizer.STD Date/lime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 10:ULC, 1 DEP 9.000 1.12E+3 0.000 2 -1.24E+3 0.000 1 11:ULC, 1 DEA 9.000 1.41E+3 0.000 2 -1.42E+3 0.000 12:ULC, 1 DEP 9.000 879.907 0.000 2 -804.615 0.000 13:ULC, 1 DEA 9.000 1.65E+3 0.000 2 -1.86E+3 0.000 14:ULC, 1 DEP 9.000 1.41E+3 0.000 2 -1.42E+3 0.000 1 15:ULC, 1 DEP 9.000 1,12E+3 0.000 2 -1.24E+3 0.000 16:ULC, 1 DEP 9.000 1.65E+3 0.000 2 -1.86E+3 0.000 17:ULC, 1 DEP 9,000 879,907 0.000 2 -804.615 0.000 18:ULC, 1 DEP 9.000 1.17E+3 0.000 2 -711.227 0.000 1 19:ULC, 1 DEP 9.000 1.4E+3 0.000 2 -851.533 0,000 1 20:ULC, 1 DEP 9.000 996.579 0.000 2 -386.309 0.000 21:ULC, 1 DEP 9.000 1.58E+3 0.000 2 -1.18E+3 0.000 1 22:ULC, 1 DEP 9.000 1.4E+3 0.000 2 -851.533 0.000 1 23:ULC, 1 DEP 9.000 1.17E+3 0.000 2 -711.227 0.000 24:ULC, 1 DEP 9.000 1.58E+3 0.000 2 -1.18E+3 0.000 25:ULC, 1 DEP 9.000 996.579 0.000 2 -386.309 0.000 26:ULC, 0.6 DE 9.000 759.450 0.000 2 -798.825 0.000 27:ULC, 0.6 DE 9.000 611.168 0.000 2 -705.287 0.000 28:ULC, 0.6 DE 9.000 907.731 0.000 2 -892.363 0.000 29:ULC, 0.6 DE 9.000 373.608 0.000 2 -272.065 0.000 30:ULC, 0.6 DE 9.000 1.15E+3 0.000 2 -1.33E+3 0.000 1 31:ULC, 0.6 DE 9.000 907.731 0,000 2 -892.363 0.000 1 32:ULC, 0.6 DE 9.000 611.168 0.000 2 -705.287 0.000 1 33:ULC, 0.6 DE 9.000 1.15E+3 0.000 2 -1.33E+3 0.000 34:ULC, 0.6 DE 9.000 373.608 0.000 2 -272.065 0,000 144 1:+X 9.000 238.156 0.000 3 -241.363 0.000 1 2:-X 9.000 241,363 0.000 1 -238.156 0.000 3:+Z 9.000 239.191 0.000 1 -184.611 0.000 4:-Z 9.000 184.611 0.000 3 -239.191 0.000 5:DEAD LOAD 9.000 484.221 0.000 2 -516.977 0.000 6:LIVE LOAD 9.000 258.123 0.000 1 -67.780 0.000 2 7:ULC, 1 DEAL 9.000 484.221 0.000 2 -516.977 0.000 8:ULC, 1 DEA[ 9.000 490.781 0.000 2 -333.194 0.000 9:ULC, 1 DEA[ 9.000 489.141 0.000 2 -379.140 0.000 10:ULC, 1 DEP 9.000 648.457 0.000 3 -683.458 0.000 11:ULC, 1 DEA 9.000 319.985 0.000 2 -350.496 0.000 12:ULC, 1 DEA 9.000 354.994 0.000 2 -349.544 0.000 13:ULC, 1 DEP 9.000 613.449 0.000 2 -684.411 0.000 14:ULC, 1 DEP 9.000 319.985 0.000 2 -350.496 0.000 15:ULC, 1 DEP 9.000 648,457 0.000 3 -683.458 0.000 16:ULC, 1 DEP 9.000 613.449 0.000 2 -684.411 0.000 17:ULC, 1 DEP 9.000 354,994 0.000 2 -349.544 0.000 1 18:ULC, 1 DEP 9.000 612.318 0.000 3 -504.001 0.000 19:ULC, 1 DEP 9.000 365.964 0.000 2 -254.279 0.000 1 Print Time/Date: 03199/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 119 of 129 126 Software licensed to Intelligrated Job No A-18-14089 Pa Sheet No 120 Rev Job Title Shasta Palletizer Platform Ref By MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 20:ULC, 1 DEP 9.000 392.220 0.000 2 -253.565 0.000 1 21:ULC, 1 DEP 9.000 586.062 0.000 2 -504.715 0.000 1 22:ULC, 1 DEP 9.000 365.964 0.000 2 -254.279 0.000 1 23:ULC, 1 DEP 9.000 612.318 0.000 3 -504.001 0.000 24:ULC, 1 DEP 9.000 586.062 0.000 2 -504.715 0.000 1 25:ULC, 1 DEP 9.000 392.220 0.000 2 -253.565 0.000 1 26:ULC, 0.6 DE 9.000 290.533 0.000 2 -310.186 0.000 1 27:ULC, 0.6 DE 9.000 454.769 0.000 3 -476.667 0.000 1 28:ULC, 0.6 DE 9.000 254.158 0.000 2 -271.567 0.000 29:ULC, 0.6 DE 9.000 161.305 0.000 2 -142.753 0.000 1 30:ULC, 0.6 DE 9.000 419.760 0.000 2 -477.620 0.000 1 31:ULC, 0.6 DE 9.000 254.158 0.000 2 -271.567 0.000 1 32:ULC, 0.6 DE 9.000 454.769 0.000 3 -476.667 0.000 1 33:ULC, 0.6 DE 9.000 419.760 0.000 2 -477.620 0.000 1 34:ULC, 0.6 DE 9.000 161.305 0.000 2 -142.753 0.000 1 145 1:+X 9.000 255.113 0.000 3 -232.565 0.000 1 2:-X 9.000 232.565 0.000 1 -255.113 0.000 3:+Z 9.000 416.617 0.000 1 -166.827 0.000 2 4:-Z 9.000 166.827 0.000 2 -416.617 0.000 5:DEAD LOAD 9.000 626.927 0.000 2 -830.737 0.000 1 6:LIVE LOAD 9.000 738.931 0.000 1 -252.071 0.000 2 7:ULC, 1 DEA[ 9.000 626.927 0.000 2 -830.737 0.000 8:ULC, 1 DEA[ 9.000 458.347 0.000 2 -175.297 0.000 1 9:ULC, 1 DEA[ 9.000 500.492 0.000 2 -339.157 0.000 1 10:ULC, 1 DEP 9.000 803.347 0.000 2 -991.373 0.000 1 11:ULC, 1 DEA 9.000 708.202 0.000 2 -927.796 0.000 1 12:ULC, 1 DEP 9.000 510.148 0.000 2 -539.105 0.000 13:ULC, 1 DEP 9.000 743.706 0.000 2 -1.12E+3 0.000 1 14:ULC, 1 DEP 9.000 708.202 0.000 2 -927.796 0.000 1 15:ULC, 1 DEP 9.000 803.347 0.000 2 -991.373 0.000 1 16:ULC, 1 DEP 9.000 743.706 0.000 2 -1.12E+3 0.000 1 17:ULC, 1 DEP 9.000 510.148 0.000 2 -539.105 0.000 18:ULC, 1 DEP 9.000 632.807 0.000 2 -459.634 0.000 1 19:ULC, 1 DEP 9.000 478.450 0.000 2 -328.953 0.000 1 20:ULC, 1 DEP 9.000 412.908 0.000 2 -120.433 0.000 1 21:ULC, 1 DEP 9.000 588.076 0.000 2 -557.881 0.000 1 22:ULC, 1 DEP 9.000 478.450 0.000 2 -328.953 0.000 23:ULC, 1 DEP 9.000 632.807 0.000 2 -459.634 0.000 1 24:ULC, 1 DEP 9.000 588.076 0.000 2 -557.881 0.000 1 25:ULC, 1 DEP 9.000 412.908 0.000 2 -120.433 0.000 1 26:ULC, 0.6 DE 9.000 376.156 0.000 2 -498.442 0.000 1 27:ULC, 0.6 DE 9.000 552.576 0.000 2 -659.078 0.000 28:ULC, 0.6 DE 9.000 490.039 0.000 2 -628.109 0.000 1 29:ULC, 0.6 DE 9.000 259.377 0.000 2 -206.810 0.000 1 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 120 of 129 127 are licensed to Intelligrated Job No A-18-14089 Sheet No 121 Rev Part Job The Shasta Palletizer Platform Ref BY MRL DatE23-Aug-19 Chd SRT Client File PalletizerSTD Daternme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 30:ULC, 0.6 DE 9.000 492.935 0.000 2 -790,074 0.000 1 31:ULC, 0.6 DE 9.000 490.039 0.000 2 -628.109 0.000 32:ULC, 0.6 DE 9.000 552.576 0.000 2 -659.078 0.000 33:ULC, 0.6 DE 9.000 492.935 0.000 2 -790.074 0.000 1 34:ULC, 0.6 DE 9.000 259.377 0.000 2 -206.810 0.000 1 146 1:+X 9.000 90.582 0.000 2:-X 9.000 -90.582 0.000 3:+Z 9.000 211.420 0.000 1 -13.570 0.000 2 4:-Z 9.000 13.570 0.000 2 -211.420 0.000 1 5:DEAD LOAD 9.000 722.019 0.000 2 -834,567 0.000 6:LIVE LOAD 9.000 336.994 0.000 1 7:ULC, 1 DEA[ 9.000 722.019 0.000 2 -834.567 0.000 8:ULC, 1 DEA[ 9.000 887.813 0.000 2 -497.573 0.000 1 9:ULC, 1 DEAL 9.000 846.365 0.000 2 -581,822 0.000 10:ULC, 1 DEA 9.000 739.897 0.000 2 -783.773 0.000 11:ULC, 1 DEA 9.000 704.141 0.000 2 -885.361 0.000 1 12:ULC, 1 DEP 9.000 712.520 0.000 2 -686.573 0.000 13:ULC, 1 DEP 9.000 731.518 0.000 2 -982.561 0.000 14:ULC, 1 DEA 9.000 704.141 0.000 2 -885.361 0.000 15:ULC, 1 DEP 9.000 739.897 0.000 2 -783.773 0.000 16:ULC, 1 DEA 9.000 731.518 0.000 2 -982.561 0.000 1 17:ULC, 1 DEA 9.000 712.520 0.000 2 -686.573 0.000 18:ULC, 1 DEA 9.000 859.773 0.000 2 -543.726 0.000 19:ULC, 1 DEA 9.000 832.956 0.000 2 -619.917 0.000 1 20:ULC, 1 DEA 9.000 839.240 0.000 2 -470.826 0.000 1 21:ULC, 1 DEA 9.000 853.489 0.000 2 -692,817 0.000 22:ULC, 1 DEA 9.000 832.956 0.000 2 -619.917 0.000 23:ULC, 1 DEA 9.000 859.773 0.000 2 -543.726 0.000 1 24:ULC, 1 DEP 9.000 853.489 0.000 2 -692.817 0.000 25:ULC, 1 DEP 9.000 839.240 0.000 2 -470.826 0.000 26:ULC, 0.6 DE 9.000 433.211 0.000 2 -500.740 0.000 27:ULC, 0.6 DE 9.000 451.089 0.000 2 -449.946 0.000 1 28:ULC, 0.6 DE 9.000 415.333 0.000 2 -551.534 0.000 29:ULC, 0.6 DE 9.000 428.104 0.000 2 -357.138 0.000 30:ULC, 0.6 DE 9.000 442.710 0.000 2 -648.734 0.000 31:ULC, 0.6 DE 9.000 415.333 0.000 2 -551.534 0.000 1 32:ULC, 0.6 DE 9.000 451.089 0.000 2 -449.946 0.000 33:ULC, 0.6 DE 9.000 442.710 0.000 2 -648.734 0.000 34:ULC, 0.6 DE 9.000 428.104 0.000 2 -357.138 0.000 147 1:+X 17.103 3.01E+3 0.000 1 -1.99E+3 0.000 4 2:-X 17.103 1.99E+3 0.000 4 -3.01E+3 0.000 3:+Z 17.103 3.18E+3 0.000 3 -3.15E+3 0.000 4:-Z 17.103 3.15E+3 0.000 1 -3.18E+3 0.000 5:DEAD LOAD 17.103 3.66E+3 17.103 3 -3.7E+3 17.103 2 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 121 of 129 128 Software licensed to Intelligrated Job No Part mm Job Title Shasta PalletizerPlatform ny By IVIRL 1)"123+4ug 18 mmSRT e° Po|leUzocGTD Beam Combined Axial and Bending Stresses Su0000ary Cont... Max Comp Max Tens Beam L/C Length (m) Suess (psi) d (i») Corner Stress (psi) d (i») comer 01NELOAD 17103 210E+3 0.000 3 -2.48E+3 0.000 . 1 TULC, 1 DEA[ 17.103 3.66E+3 17.103 3 -37E+3 17.103 2 8:ULC 1DEA[ 17103 3.41E+3 17.103 3 `3.51E+3 17]03 1 9:ULC, 1 DEAL 17103 348E+3 17,100 3 -I56E+3 17.103 1 10:ULC, 1 DEA 17.103 4.98E+3 0.000 1 4.48E+3 0.000 3 11:ULC.1 DEA 17103 3.2E+3 17103 3 -3.94s+3 0.000 3 12ULC 1 OEA 17.103 1.58E+3 17.103 3 4.63E+3 17.103 1 13:ULC 1OEA 17.103 5T4E+3 17.103 4 -5.85E+3 0.000 3 14:ULC 1DEA 17.108 3.2E+3 17,103 3 '3.94E+3 0.000 3 15:ULC.1DEA 17103 4.98E+3 0.000 1 4.48E+3 0.000 3 16:ULC 1DEA 17.103 574E+8 17.103 4 ~5.85E+3 0.000 3 17:ULC 1DEA 17.103 1.50E+3 17103 3 4.63E+3 17.103 1 18:UUC, 1 OEA 17.103 3.86E+3 17.103 3 -4E+3 17.103 1 19:VUC,1OEA 17,103 8,09E+3 17.103 3 -3.12E+3 17.108 1 20:ULC 1 DEA 17.103 1.92E+3 17.103 4 -2.01E+3 17103 2 21:ULC 1DEA 17.103 5.03E+3 17]03 3 -5.11E+3 17.103 1 22:UUC, 1 DEA 17.103 3.09E+3 17103 3 -I12E+3 17.103 1 23:ULC1DEA 17.103 3.88E+3 17103 3 -4E+3 17.103 1 24:uLc 1oEp 17,103 5.03E~3 17.103 n -5.11E+3 17.103 1 25:ULC,1 DEA 17.103 1.92E+3 17.103 4 -2.01E+3 17.108 2 26:ULC,0.6D[ 17.103 22E+3 17.103 3 '2.22E+3 17103 2 27:UUC.0.0DE 17103 3.83E+3 0.000 1 `3,24E+3 0.000 3 28:VLC,0.6[D 17.103 1.8E+3 17.183 3 -2.49E+3 0.000 2 29:VLC.0.6D[ 17103 302.270 0.000 S -414.447 0.000 1 30:UU�0.6D[ 17.103 427E+3 17.103 4 4.4E+3 0.000 3 31:ULC.0.0D[ 17103 1.8E+8 17103 3 '2.49E+3 0.000 2 32:ULC,0.6DE 17103 183E+3 0.000 1 -3.24E+3 0.00 3 3a:ouC.oaDIE 17.103 4.27E+3 17.103 4 44E+3 0.000 3 34:ULC.0.8DE , 1�103 �V22rO O�UO 3 414�47 8�UU 1 148 1:+X 36.370 282751 30.370 4 -38 or7 36.370 . 2 2:-X 36.370 381.577 36.30 2 -282.751 36.370 4 a:+Z 36.370 361.281 36.370 3 -293.224 36.370 1 4:-Z 36.370 283,224 36.370 1 -361281 38,370 3 5:DEADLOAD 38.370 592.815 30.370 1 -651141 36.370 3 611VE0AD 36.370 274.097 30.308 1 -203.082 30.308 3 TUuC.1 DEA[ 36.370 592.915 36.370 1 -651.141 30.370 3 8:ULC,1 DEA[ 30.370 855.500 36.370 1 -842717 36.370 3 9:ULC.1 DEA[ 30.370 789.858 36.370 1 -794.023 36.370 » 10:ULC 1OEA 30.370 554272 30.370 1 -681.676 36.370 3 11:ULC.1DEA 56.370 631.558 30.370 1 -620005 36.370 3 12:ULC 1oEA 36370 387.658 38.370 1 -338.244 30370 3 13:ULC.1 DE4 36.370 798172 30.370 1 -904,038 36.370 3 14:UUC, 1 oEp 36.370 631.558 30.370 1 -620605 30.370 3 Print Time/Date: 03/09/2019 12:43 Print Run 122 of 129 129 oftware licensed to Intelligrated Job No Sheet No 123 Rev p Jot) Title Shasta Palletizer Platform Re Y MR FilePo|lehzo:STD o*wn"w 03-Sop-201912:41 Beam Combined Axial and Bend^nq Stresses Summary Cont... Max Comp , Max Tens Beam L/C Length (in) Stress (psi) u (in) Corner Stress (psi) d (in) Corner 10:ULC. 1 DEA 36370 788172 36.370 1 '904.038 30.370 3 17:VUC,1DEA 80J70 587.658 30.370 1 -398.244 30.370 3 18:ULC.1DEA 36370 700.876 30370 1 -817724 36.370 3 19]JLC 1 OEA 3O370 818.840 36370 1 -77 .921 30.370 3 oo:uLC' 1 DEA 36.370 635�e16 36.370 1 -605.150 56.370 3 21iLC'1 DEA 36.370 841801 36,370 1 -984A85 36.370 D 22:ULC.1 DG^ 36.370 818,840 36.370 1 -771.921 36.370 3 23:VLC.1 OEA 36.370 750,876 36.370 1 '817.724 36.370 3 24:ULC'1 DEA 86X0 943.801 56.370 1 -984.495 36.370 3 25:ULC.I DEp 30.370 635.816 36,870 1 '605150 36.370 8 26:ULC.0.6D[ 36.378 355.749 36.370 1 '390�084 30.370 3 27:ULC.0.6D[ 36.370 317.106 38.370 1 421.220 30.370 3 29:ULC.0.6OE 36.370 394.382 36.370 1 '360.149 30370 3 emuLC.o.noE 30,370 150.492 36.370 1 '137J87 36,370 o 30:ULC.0.5D[ 36.370 561.006 35.370 1 '643.581 30370 3 31:ULC.0.0u[ 3O370 394.392 36X0 1 '360,149 35370 3 32:ULC.0.6DE 36.370 317.106 36.370 1 ~421.220 36.370 3 35:ULG.0.6DE 30.370 501�006 36.370 1 -643.581 36.370 3 34:ULC.0.6O[ 36370 150.492 36.370 1 '137J87 30,370 3 149 1*x 27.000 575204 0.000 2 '442741 8.000 1 z:'x 27.000 442J41 0.000 1 '575284 0�000 z 8:+Z 27.000 2.14E+3 0.000 1 '2.50E+3 0,000 z *:'z 27.000 2o6E+3 0.000 2 '2,14s+3 0.000 1 5:DEADLOAD 2/.000 2.91E+3" 0.000 2 '2.41E+3 0.000 1 611vELCmD 27.000 e95.510 0.000 1 '993253 UVV' o 7:ULC.1 DEAL 2T000 2.91E+3 0.000 2 '2.41E+3 0.000 1 8:ULC, 1 DEAL 27,008 2.02E+3 0,000 2 '183E+3 O�OOO` 1 8:UuC.I DEAL 2T000 2�25E+3 UOO 2 '1.82s+3 0.000. I 10:ULC.1osA 27.000 3.31E+3 0.000 2 '2J2E+3 UX)00 1 11:ULC.1 DEA 27.000 2a1E+3 0,000 2 '21E+3 UOO 1 12:uuC.1 oE^ 27.000 1.13s+3 9�000 2 -930.058 8.000 4 13:ULC.1 DE* 2T000 4JE+3 0.000 2 '3.91E+3 0.000 1 14:uuC.1 Osp 27.000 2.51s+3 0.000 z '2.1s+3 UUU 1 15:ULC.1DsA 2T000 3.31E+3 u000 z -272E+3 0.000 1 16:ULC.1osA 27,000 4.7E+3 0.000 2 '3.V1E+3 0.000 1 17�ULC.1 osA 27�0OQ 113E+3 9.000 2' '93U58 9�000 4 18:UuC.1 osA 27,000 2�54E+3 0u00 2 '2.05E+3 0.000 1 19:VLC.1 oEA 27.000 1.95E+3 0.000 u '1.59E+3 0.000 1 20:ULC.1DG^ 27,000 858.837 18.000 z '754.844 18.000 4 21:ULC 1DEA 27.000 3.59E+3 0�000 2 -2.94E+3 VVOV 1 22:ULC 1nEA 27.000 1.95E+3 0.000 2 '1s9E+3 0.000 1 23:VLC.1DE^ 27.000 2.54E+3 0.000 2 -2.05s+3 0,000 1 24:ULC.1DEA 2T000 159E+3 0.000 z a.94s+3 Uoo 1 25:UU:.1 msA 2T000 958.837 1&000 z '754.844 18000 4 Print Time/Date: 03/09/2019 12:43 GTAAD.nnv0(GsLECls*ries0)2o,0711.82 Print Run 123 of 129 130 "ay Job No A-18-14089 Sheet No 124 Rev Software licensed to Intelligrated Part Job Tide Shasta Palletizer Platform Ref By MRL DatE23-Aug-19 Chd SRT Client Palletizer.STD DateMme 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 26:ULC, 0.6 DE 27.000 1.74E+3 0.000 2 -1.45E+3 0.000 1 27:ULC, 0.6 DE 27.000 2.14E+3 0.000 2 -1.75E+3 0.000 1 28:ULC, 0.6 DE 27.000 1.35E+3 0.000 2 -1.14E+3 0.000 1 29:ULC, 0.6 DE 27.000 90.839 27.000 2 -85.438 27.000 4 30:ULC, 0.6 DE 27.000 3.53E+3 0.000 2 -2.94E+3 0.000 31:ULC, 0.6 DE 27.000 1.35E+3 0.000 2 -1.14E+3 0.000 1 32:ULC, 0.6 DE 27.000 2.14E+3 0.000 2 -1.75E+3 0.000 1 33:ULC, 0.6 DE 27.000 3.53E+3 0.000 2 -2.94E+3 0.000 1 34:ULC, 0,6 DE 27.000 90.839 27.000 2 -85.438 27.000 4 150 1:+X 55.500 535.819 0.000 2 -403.356 0.000 1 2:-X 55.500 403.356 0.000 1 -535.819 0.000 2 3:+Z 55.500 1,56E+3 0.000 1 -1.98E+3 0,000 2 4:-Z 55.500 1.98E+3 0.000 2 -1.56E+3 0.000 5:DEAD LOAD 55.500 2.45E+3 0.000 2 -1.96E+3 0.000 1 6:LIVE LOAD 55.500 616.847 0.000 1 -714.581 0.000 2 7:ULC, 1 DEA[ 55.500 2.45E+3 0.000 2 -1.96E+3 0.000 1 8:ULC, 1 DEAL 55.500 1.82E+3 0.000 2 -1.42E+3 0.000 9:ULC, 1 DEAL 55.500 1.98E+3 0.000 2 -1.55E+3 0.000 1 10:ULC, 1 DEP 55.500 2.81E+3 0.000 2 -2.22E+3 0.000 1 11:ULC, 1 DEA 55.500 2.24E+3 0.000 2 -1,83E+3 0.000 12:ULC, 1 DEA 55,500 1,07E+3 0.000 2 -868.517 0.000 13:ULC, 1 DEP 55.500 3.84E+3 0.000 2 -3.05E+3 0.000 1 14:ULC, 1 DEP 55.500 2.24E+3 0.000 2 -1.83E+3 0.000 1 15:ULC, 1 DEP 55.500 2.81E+3 0.000 2 -2.22E+3 0.000 1 16:ULC, 1 DEP 55.500 3.84E+3 0.000 2 -3.05E+3 0.000 1 17:ULC, 1 DEP 55,500 1.07E+3 0.000 2 -868.517 0.000 1 18:ULC, 1 DEP 55.500 2.18E+3 0.000 2 -1.68E+3 0.000 19:ULC, 1 DEP 55.500 1.81E+3 0.000 2 -1.46E+3 0.000 20:ULC, 1 DEP 55.500 940.277 0.000 2 -736.284 0.000 21:ULC, 1 DEA 55.500 3.01E+3 0.000 2 -2,37E+3 0.000 1 22:ULC, 1 DEP 55.500 1.81E+3 0.000 2 -1.46E+3 0.000 1 23:ULC, 1 DEP 55.500 2.18E+3 0.000 2 -1.68E+3 0.000 24:ULC, 1 DEP 55.500 3.01E+3 0.000 2 -2,37E+3 0.000 1 25:ULC, 1 DEP 55.500 940.277 0.000 2 -736.284 0.000 1 26:ULC, 0.6 DE 55.500 1.47E+3 0.000 2 -1.17E+3 0.000 1 27:ULC, 0.6 DE 55.500 1.83E+3 0.000 2 -1.44E+3 0.000 28:ULC, 0.6 DE 55.500 1.26E+3 0.000 2 -1.05E+3 0.000 1 29:ULC, 0.6 DE 55.500 167.690 27.750 2 -162.288 27.750 4 30:ULC, 0.6 DE 55.500 2.85E+3 0.000 2 -2.26E+3 0.000 1 31:ULC, 0.6 DE 55.500 1.26E+3 0.000 2 -1.05E+3 0.000 1 32:ULC, 0.6 DE 55.500 1.83E+3 0.000 2 -1.44E+3 0.000 1 33:ULC, 0.6 DE 55.500 2.85E+3 0.000 2 -2.26E+3 0,000 1 34:ULC, 0.6 DE 55.500 167.690 27.750 2 -162.288 27.750 4 151 1:+X 9.000 136.246 _ 0.000 2 -3.779 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 124 of 129 131 oftware licensed to Intelligrated ob No A-18-14089 heet No 125 Rev Pa ob Title hasta Palletizer Platform Re By MRL Da'23-Aug-19 chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam UC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 2:-X 9.000 3.779 0.000 1 -136.246 0.000 2 3:+Z 9.000 41.650 0.000 1 -459.787 0,000 2 4:-Z 9.000 459.787 0.000 2 -41.650 0.000 5:DEAD LOAD 9.000 649.991 0.000 2 -153.154 0.000 6:LIVE LOAD 9.000 43.757 0.000 1 -141.498 0.000 2 7:ULC, 1 DEAC 9.000 649.991 0.000 2 -153.154 0.000 8:ULC, 1 DEAC 9.000 519.303 0.000 2 -120.208 0.000 9:ULC, 1 DEA[ 9.000 551.975 0.000 2 -128.444 0.000 10:ULC, 1 DEP 9.000 742.196 0.000 2 -152,631 0.000 1 11:ULC, 1 DEA 9.000 583.415 0.000 2 -179.304 0.000 12:ULC, 1 DEP 9.000 328.641 0.000 2 -124.499 0.000 13:ULC, 1 DEA 9.000 971,341 0.000 2 -181.808 0.000 1 14:ULC, 1 DEP 9.000 583.415 0.000 2 -179.304 0.000 1 15:ULC, 1 DEP 9.000 742.196 0.000 2 -152.631 0.000 16:ULC, 1 DEA 9.000 971.341 0.000 2 -181.808 0.000 17:ULC, 1 DEP 9.000 328.641 0.000 2 -124.499 0.000 1 18:ULC, 1 DEP 9.000 612.229 0.000 2 -119.152 0.000 1 19:ULC, 1 DEP 9.000 502.043 0.000 2 -148.057 0.000 20:ULC, 1 DEP 9.000 310.962 0.000 2 -106.953 0.000 21:ULC, 1 DEP 9.000 792.988 0.000 2 -149.935 0.000 1 22:ULC, 1 DEP 9.000 502.043 0.000 2 -148.057 0.000 1 23:ULC, 1 DEP 9.000 612,229 0.000 2 -119.152 0.000 24:ULC, 1 DEP 9.000 792.988 0,000 2 -149.935 0.000 25:ULC, 1 DEP 9.000 310.962 0.000 2 -106.953 0.000 1 26:ULC, 0.6 DE 9.000 389.995 0.000 2 -91.892 0.000 1 27:ULC, 0.6 DE 9.000 483.466 0.000 2 -92.637 0.000 28:ULC, 0.6 DE 9.000 323.418 0.000 2 -118.043 0.000 29:ULC, 0.6 DE 9.000 68.644 0.000 2 -63.238 0.000 30:ULC, 0.6 DE 9.000 711.345 0.000 2 -120.547 0.000 31:ULC, 0.6 DE 9.000 323.418 0.000 2 -118.043 0.000 32:ULC, 0.6 DE 9.000 483.466 0.000 2 -92.637 0.000 33:ULC, 0.6 DE 9.000 711,345 0.000 2 -120,547 0.000 34:ULC, 0.6 DE 9.000 68.644 0.000 2 -63.238 0.000 152 1:+X 27.000 485.202 0.000 1 -74.370 0,000 2:-X 27.000 74.370 0.000 3 -485.202 0.000 3:+Z 27.000 4.22E+3 0.000 1 -3.9E+3 0.000 2 4:-Z 27.000 3.9E+3 0.000 2 -4.22E+3 0.000 5:DEAD LOAD 27.000 4.43E+3 0.000 2 -4,78E+3 0.000 6:LIVE LOAD 27.000 2.33E+3 0.000 1 -2.1E+3 0.000 2 7:ULC, 1 DEAC 27.000 4.43E+3 0.000 2 -4.78E+3 0.000 8:ULC, 1 DEAC 27.000 2.32E+3 0.000 2 -2.44E+3 0.000 9:ULC, 1 DEAL 27.000 2.85E+3 0.000 2 -3,03E+3 0,000 10:ULC, 1 DEP 27.000 4.37E+3 0.000 2 -4.44E+3 0.000 11:ULC, 1 DEA 27.000 4.48E+3 0.000 2 -5.12E+3 0.000 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11,82 Print Run 125 of 129 132 Software licensed to Intelligrated Job No SheetNo mw nm Job Title Shasta Palletizer Platform ny Ely MRL oa'E23-Aun19 om3RT mo Palletizer.STD |oatemnme Beam Combined Axial and Bend^nq Stresses Su00mary Cont... Max Comp Max Tens Beam uo Length (i») Stress (psi) u 0n> cvm," Stress (psi) u (i») Corner 12:ULC.1QEP 27.000 1.7E+3 0.000 2 '1.82E+3 0.000 1 13:ULC.1 DEP 27000 715E+3 U00 2 -T73E+3 0.000 1 14:VLC.1 DE4 27.000 4A8E+3 0400 2 -512E+5 0.000 1 15:ULC.1 DE* 27.000 4.37E+3 &OOO 2 '4.44E+3 0.000 1 16:ULC.1OEA 27.000 T15s+3 0.000 2 'r73E+3 0.000 1 ITuLC.1 OEA ur000 1.7E+3 0.000 2 '1.82e+3 0.000 1 18:ULC.1DE4 27.000 2.81E+3 0,000 2 '237E+3 0I00 1 19:ULC.1 nEA 2T000 2.09E+3 0.000 2 '8.20E+3 0.000 1 20:ULC.1 DEP 27.000 850,083 18.000 3 -863.804 18.000 1 21:VLC.1DEP 27.000 4.88E+3 0.000 2 '5.24E+3 0.000 1 22:ULC.1 DEA 27,000 2.89E+3 8.000 2 '328E+3 0.000 1 23:ULC.1DEA 2T000 2.81E+3 0.000 2 -277E+3 0.000 ( 24:VLC. 1 OE^ 27.000 4.09E+3 8.000 2' '5.24s+3 0.000 1 25:ULC'1 DEA 27.000 850.083 18.008 3 '803.004 18,000 1 26:ULC.0.6nE 2T000 2.66E+3 0.000 2 -Z87E+3 0.000 1 27:ULC.0.6O[ 27.000 2.8E+8 0.000 2 '2.53E+3 0.000 1 20:ULC.0.6 DE 27,000 271 E+3 0.000 2 '321E+3 0.000 1 29:ULC.0.6DE 27.000 144711 27.000 2 '125.810 27,000 4 30:Vu:.0�6o* zzouo n,maE~o 0.000 c '5,82s+3 uono 1 31:uLC.0.5D[ 27.000 2J1E+3 0.000 2 '321s+3 0.000 1 32:ULC'0�15D[ 2T000 2.6E+3 0.000 2 '2,53E+8 0.000 1 33:ULC.0.6 DE 27.000 5,38E+3 0.000 2 '5.82E+3 0.000 1 34:ULC.0.6DF 27.000 144711 27.000 2 '125.810 27.000 4 153 1:+X 55.500 430.048 0.000 1 -25210 0.000 2 2:-X 55.500 25,210 0.080 2 436.049 0.000 1 3:+Z 55.500 3.14E+3 0.000 1 '2.81E+3 UOO z 4:-z 55�500 2.81E+8 0.000 2 -314s+3 0.000 1 5-DEAD LOAD 55�500 3.4E+5 0I00 2 '3�75s+3 0.000 1 611VEL0An 55.500 1,68E+3 0�000 1 '1.4eE+3 0�000 z 7uLC.1DEx[ xo�ouo 3.4s+3 0.000 z '3J5s+3 UUO 1 8:VLC.1DEAc 55.500 1.95E+3 0.000 2 '2�07E+3 0,000 0o00~- 1 1 9:ULC.1osAE 55.500 2.31s+3 0.000 2 '2.49E+3 10:ULC.1 OEA oo�nOO 3.48E+3 0.800 2 -3,55s+3 0.080 1 11:uLC.1DEA 55.500 3.32E+3 0.000 2 '3.85E+3 OooO 1 12:ULC.1IDEA on.*OO 1.43E+3 0.000 z '1.55E+3 0-000 1 13:ULC.1 DEA 55o00 5,37E+3 0.000 2 '5.94E+3 VooV x 14:ULC.1Dsp 55.500 3.32E+3 0.000 2 -3.85E+3 O�OOQ 1 15:ULC.1DEP 55.500 3.48E+3 0.800 2 '3,55s+3 0,000 1 16:ULC.1 osp 55�500 5.37s+3 0.000 2 -5.94E+3 0.000 1 17:ULC.1 DEA 55�500 1.43E+3 0.000 2 '1.55E+3 U80 1 18:uLc.1 nEP 55.500 2.37E+3 o�ono 2 '2.34s+3 0o00 1 19:ULC.1 DEP 55.500 225E+3 0,000 2 '2.64E+3 0.000 1 20:VLC.1oEp 55,500 837,156 0,000 2 -844�677 o�VoV 1 21:ULC.1 DEA sn�oon 3.79s+3 U00 2 414E+3 0�800 1 Print Time/Date: 03/0912019 12:43 Print Run 126 of 129 133 7,0 eftware licensed to Intelligrated Job No A-18-14089 teet No 127 Rev Part ob Title Shasta Palletizer Platform Ref Y MRL Dat€23-Aug-19 Chd SRT Client File Palletizer.STD Date/Time 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam LIC Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 22:ULC, 1 DEP 55.500 2,25E+3 0.000 2 -2.64E+3 0.000 1 23:ULC, 1 DEP 55.500 2,37E+3 0.000 2 -2. E+3 0.000 24:ULC, 1 DEP 55.500 3.79E+3 0.000 2 -4.14E+3 0.000 25:ULC, 1 DEP 55.500 837.156 0.000 2 -844,677 0.000 1 26:ULC, 0.6 DE 55,500 2.04E+3 0,000 2 -2.25E+3 0.000 1 27:ULC, 0.6 DE 55.500 2.12E+3 0.000 2 -2.05E+3 0.000 28:ULC, 0.6 DE 55.500 1.96E+3 0.000 2 -2.45E+3 0.000 29:ULC, 0.6 DE 55.500 204.059 23.125 2 -185.158 23.125 4 30:ULC, 0.6 DE 55.500 4.01E+3 0.000 2 -4.44E+3 0.000 1 31:ULC, 0.6 DE 55.500 1.96E+3 0.000 2 -2.45E+3 0.000 32:ULC, 0.6 DE 55.500 2.12E+3 0.000 2 -2.05E+3 0.000 33:ULC, 0.6 DE 55.500 4.01E+3 0.000 2 -4.44E+3 0.000 34:ULC, 0.6 DE 55.500 204.059 23.125 2 -185.158 23.125 4 154 1:+X 9.000 243.546 0.000 2:-X 9.000 -243.546 0.000 3:+Z 9.000 584.105 0.000 1 -256.803 0.000 2 4:-Z 9.000 256.803 0.000 2 -584.105 0.000 1 5:DEAD LOAD 9.000 419.614 0.000 2 -769,955 0.000 6:LIVE LOAD 9.000 332.871 0.000 1 -104.867 0.000 7:ULC, 1 DEAL 9.000 419.614 0.000 2 -769.955 0.000 8:ULC, 1 DEA[ 9.000 314.747 0.000 2 -437.084 0.000 9:ULC, 1 DEA[ 9.000 340.963 0.000 2 -520.302 0.000 10:ULC, 1 DEP 9.000 557.581 0.000 2 -620.341 0.000 11:ULC, 1 DEA 9.000 281.647 0.000 2 -919.569 0.000 12:ULC, 1 DEP 9.000 239.852 0.000 2 -361,082 0.000 13:ULC, 1 DEP 9.000 599.376 0.000 2 -1.18E+3 0.000 14:ULC, 1 DEP 9.000 281.647 0.000 2 -919.569 0.000 15:ULC, 1 DEP 9.000 557.581 0.000 2 -620.341 0.000 16:ULC, 1 DEP 9.000 599.376 0.000 2 -1.18E+3 0.000 17:ULC, 1 DEP 9.000 239.852 0.000 2 -361.082 0.000 1 18:ULC, 1 DEP 9.000 444.439 0.000 2 -408,091 0.000 19:ULC, 1 DEP 9,000 237,488 0.000 2 -632.512 0.000 1 20:ULC, 1 DEP 9.000 206.142 0.000 2 -213.647 0.000 1 21:ULC, 1 DEP 9.000 475.785 0.000 2 -826.957 0.000 22:ULC, 1 DEP 9.000 237.488 0.000 2 -632.512 0.000 23:ULC, 1 DEP 9.000 444,439 0.000 2 -408.091 0.000 1 24:ULC, 1 DEP 9.000 475.785 0.000 2 -826.957 0.000 25:ULC, 1 DEP 9.000 206.142 0.000 2 -213.647 0.000 1 26:ULC, 0.6 DE 9.000 251.768 0.000 2 -461.973 0.000 27:ULC, 0.6 DE 9.000 389.736 0.000 2 -312.359 0.000 1 28:ULC, 0.6 DE 9.000 113.801 0.000 3 -611,587 0.000 1 29:ULC, 0.6 DE 9.000 81.933 0.000 2 -63.026 0.000 30:ULC, 0.6 DE 9.000 431.530 0.000 2 -870.846 0.000 31:ULC, 0.6 DE 9.000 113.801 0.000 3 -611.587 0.000 Print Time/Date:03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 127 of 129 134 Job No A-18-14089 Sheet No 128 Rev oftware licensed to Intelligrated Part Job Bile Shasta Palletizer Platform Ref By MRL D8t'23-Aug-19 Chd SRT Client File Palletizer,STD Dote/lime 03-Sep-2019 12:41 Beam Combined Axial and Bending Stresses Summary Cont... Max Comp Max Tens Beam L/C Length (in) Stress (psi) d (in) Corner Stress (psi) d (in) Corner 32:ULC, 0.6 DE 9.000 389.736 0.000 2 -312.359 0.000 1 33:ULC, 0.6 DE 9.000 431.530 0.000 2 -870.846 0.000 1 34:ULC, 0.6 DE 9.000 81.933 0,000 2 -63.026 0.000 1 155 1:+X 18.000 260.057 18,000 1 -638.945 18,000 2 2:-X 18.000 638.945 18,000 2 -260.057 18.000 3:+Z 18.000 44.096 0.000 2 -26.345 18.000 2 4:-Z 18.000 26.345 18.000 2 -44.096 0.000 2 5:DEAD LOAD 18.000 313.725 0.000 3 -387.669 0.000 1 6:LIVE LOAD 18.000 887.764 0.000 3 -918.476 0.000 1 7:ULC, 1 DEA[ 18.000 313.725 0.000 3 -387.669 0.000 1 8:ULC, 1 DEAE 18.000 1.2E+3 0.000 3 -1.31E+3 0.000 9:ULC, 1 DEM 18,000 979,548 0.000 3 -1,08E+3 0.000 10:ULC, 1 DEA 18,000 369.945 0.000 3 -531.092 0.000 11:ULC, 1 DEA 18.000 668.232 18.000 2 -294.854 0.000 12:ULC, 1 DEP 18.000 326.006 0.000 3 -374.513 0.000 1 13:ULC, 1 DEP 18.000 301.443 0.000 3 -400.825 0.000 1 14:ULC, 1 DEA 18.000 668.232 18.000 2 -294.854 0.000 1 15:ULC, 1 DEA 18.000 369.945 0.000 3 -531.092 0.000 1 16:ULC, 1 DEA 18.000 301.443 0.000 3 -400.825 0,000 1 17;ULC, 1 DEP 18.000 326.006 0.000 3 -374.513 0.000 18:ULC, 1 DEP 18.000 1.02E+3 0,000 3 -1,18E+3 0.000 19:ULC, 1 DEP 18.000 945.203 18.000 3 -968.958 0.000 1 20:ULC, 1 DEP 18.000 988.759 0.000 3 -1.07E+3 0.000 21:ULC, 1 DEP 18.000 970.337 0.000 3 -1.09E+3 0.000 1 22:ULC, 1 DEP 18.000 945.203 18.000 3 -968.958 0.000 1 23:ULC, 1 DEA 18.000 1.02E+3 0.000 3 -1.18E+3 0.000 24:ULC, 1 DEA 18.000 970.337 0.000 3 -1,09E+3 0.000 25:ULC, 1 DEP 18,000 988.759 0.000 3 -1.07E+3 0.000 26:ULC, 0.6 DE 18.000 188.235 0.000 3 -232.601 0.000 27:ULC, 0.6 DE 18.000 244.456 0.000 4 -376.025 0.000 1 28:ULC, 0.6 DE 18.000 579.844 18.000 2 -240.545 18.000 1 29:ULC, 0.6 DE 18.000 200.517 0.000 3 -219.446 0.000 30:ULC, 0,6 DE 18.000 175,953 0.000 3 -245.757 0.000 1 31:ULC, 0.6 DE 18.000 579.844 18.000 2 -240.545 18.000 1 32:ULC, 0.6 DE 18,000 244.456 0.000 4 -376.025 0.000 33:ULC, 0.6 DE 18.000 175.953 0.000 3 -245.757 0.000 34:ULC, 0.6 DE 18.000 200.517 0.000 3 -219.446 0.000 1 Print Time/Date: 03/09/2019 1243 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 128 of 129 135 e._. _ •____ Software licensed to Intelligrated Job No A-18-14089 Sheet No 129 Rev Part Job Title Shasta Palletizer Platform Ref BY MRL Dat'23-Aug-19 Chd SRT Client File Palletizer.STD Daternme 03-Sep-2019 12:41 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX (Ib) FY (Ib) FZ (Ib) MX (kip'in) MY (kip -in) MZ (kipin) Max FX 80 2:-X 620.564 583.093 0.906 0.000 0.000 0.000 Min FX 80 1:+X -620.564 -583.093 -0,906 0.000 0.000 0.000 Max FY 113 13:ULC, 1 DEA 0,373 1.34E+3 165.979 0.000 0.000 0.000 Min FY 116 11:ULC, 1 DEA -35.159 -1.08E+3 136.848 0.000 0.000 0.000 Max FZ 21 21:ULC, 1 DEA -284.705 731.485 1.17E+3 0.000 0.000 0.000 Min FZ 21 3:+Z 175.058 -427.402 -436.743 0.000 0.000 0.000 Max MX 21 1:+X -48.122 -219.409 13.435 0.000 0.000 0.000 Min MX 21 1:+X -48.122 -219.409 13.435 0.000 0.000 0.000 Max MY 21 1:+X -48.122 -219.409 13.435 0.000 0.000 0.000 Min MY 21 1:+X -48.122 -219.409 13.435 0.000 0.000 0.000 Max MZ 21 1:+X -48.122 -219.409 13.435 0.000 0.000 0.000 Min MZ 21 1:+X -48.122 -219,409 13.435 0.000 0.000 0.000 Ignore this section - Beams 42 and 43 are the side Failed Members stringers and braced by the stair treads Beam Analysis Property Design Property Actual Ratio Allowable' Ratio Ratio (Act./Allow.) Clause L/C Ax (in2) lz (in4) ly (in4) Ix (Ina) 42 MCBXB MC8X8 1.337 1.000 1.337 SLENDERNE 2 2.500 23.300 0.624 0.0. 43 MC8X8 MC8X8 1.337 1.000 1.337 SLENDERNE 2 2.500 23.300 0.624 0.0, Statics Check Results L/C FX (Ib) FY (lb) FZ (Ib) MX (kip -in) MY (kip -in) MZ (kip -in) 1:+X Loads 2.22E+3 0.000 0.000 0.000 -977.570 -188.896 1:+X Reactions -2.22E+3 0.000 0.000 -0.000 977,570 188.896 Difference -0.000 0,000 0.000 -0.000 0.000 -0.000 2:-X Loads -2.22E+3 0.000 0,000 0.000 977,570 188.896 2:-X Reactions 2.22E+3 -0.000 -0.000 0.000 -977.570 -188.896 Difference 0.000 -0.000 -0.000 0.000 -0.000 0.000 3:+Z Loads 0.000 0.000 2.22E+3 188.896 -6.34E+3 0.000 3:+Z Reactions 0,000 0.000 -2.22E+3 -188.896 6.34E+3 0.000 Difference 0.000 0.000 0.000 -0.000 0.000 0.000 4:-Z Loads 0.000 0.000 -2.22E+3 -188,896 6.34E+3 0.000 4:-Z Reactions -0,000 -0.000 2.22E+3 188.896 -6.34E+3 -0.000 Difference -0.000 -0.000 -0.000 0.000 -0,000 -0.000 5:DEAD LOAD Loads 0.000 -1.44E+3 -5.4E+3 -852.366 15.5E+3 -4.09E+3 5:DEAD LOAD Reactions -0.000 1.44E+3 5.4E+3 852.366 -15.5E+3 4.09E+3 Difference -0.000 -0.000 -0.000 0.000 -0.000 0.000 6:LIVE LOAD Loads 0.000 -4.86E+3 0.000 -2E+3 0.000 -13.9E+3 6:LIVE LOAD Reactions 0.000 4.86E+3 0,000 2E+3 -0.000 13.9E+3 Difference 0.000 0.000 0.000 0.000 -0.000 0.000 54 54 Print Time/Date: 03/09/2019 12:43 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Print Run 129 of 129 136 C C 1���[��� Anchor Bolts Anchor Bolts are made of carbon steel and are used to secure the palletizer to the concrete floor slabs and building equipment mezzanines. Anchor bolts are evaluated for tensile capacity, breakout strength, and pullout strength in the longitudinal and transverse directions. The number ofanchor bolts per support base plate and the size ofthe anchor bolts depend onthe support type shown nnthe detail sheets. Installation ofthe anchors shall bein accordance with ICC-ES ESR-1917. Approved alternates are acceptable. Copyright 20.nHoneywell z*wlig~*d-All nghts reserved. Use and wsciosure 5hall be wthe ��ionsset forth m!:N5 dou�enli. Project *^'`w-z40o | Shasta severaoes.mc.|mk"ila'Ww|Honeywell Inmwra"uConfidential and ,mnrlera=x"m"natmn September 3,m19 automation that ddw« 137 www.hilti.us Profis Anchor 2.7.1 Company: Intelligrated Specifier: SR Tysi Address: 7901 Innovation Way Phone I Fax: 513-701-7667 E-Mail: Page: 0 Project: Shasta Palletizer Sub -Project I Pos. No.: A-18-14061 Date: 9/3/2019 Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth: het,act = 3.250 in., hnon, = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 6/1/2016 1 5/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: et, = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: Ix x ly x t = 6.000 in. x 4.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 3000, fG = 3000 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition A, shear: condition A; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.] & Loading [Ib, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan � 130 www.hilti.us Company: |nte|Kgrnted Specifier: SRTysl Address: 7901 Innovation Way Phone Fax: 513'701'75571 Page 1 Project: ShamaPuxehzw Sub -Project |Pos�Nv.: A-18'14001 Date: 9/3/2019 2 Proof Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity Status .T46siG� Pullout Strength 1080 3500 31/- OK Shear Steel Strength 1476 3572 -/42 OK Loading Ov C Utilization N,v Status 3Warmings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties ^ Any and all information and data contained in the Software oonoarnmololy the use ofHUdproducts and are based onthe principles, formulas and security regulations inaccordance with Hi|h's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with bythe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hi{hproduct The results u{the calculations carried out bymeans nf the Software are based essentially onthe data you put in. Therefore, you bear the sole responsibility for the absence oferrors, the completeness and the relevance o/the data tnbaput inuyyou. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only aoanaid minterpret norms and permits without any guarantee anto the absence of errors, the correctness and the relevance of the results or suitability for a specific application. ^ You must take all necessary and reasonable steps toprevent nrlimit damage caused bythe Software. |nparticular, you must arrange for the regular backup nfprograms and data and, i,applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up'to'Uavaversion ofthe Software ineach case bycarrying out manual updates via the mn|webnite. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from aculpable breach n<duty hyyou. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Kill is a registered Trademark of Hilti AG, Schaan khIe July 2, 2020 City of Tukwila R ENE L► Department of Community Development cam 6300 Southcenter Boulevard, Suite 100 tU'. 28 2°25 Tukwila, WA 98168 Attn; Mr. Bill Rambo pERMIT CENTER RE: Shasta Beverage' Inc Mecharrical Permit Palletizer M19-0159 1227 Andover Park East Dear Mr. Rambo, I am in receipt of a correction letter #1 dated October 17,2019, from Lee Sipe with a comment on the above -mentioned project. There was only one department comment with responses below: Original submittal had 4 sheets which consisted of a cover sheet (no changes), sheet 2/3 which had the palletizer layout and the platform and stairs (see new sheet for platform), and sheet 3/3 which had the stairs (no change). The 4th sheet was the palletizer general configuration (no change). In addition to the corrections as responded to below, the owner needed to modify the platform and so new platform sheets and calculations are attached. Building Department (Lee Sipe) 1. A new sheet, Sheet 0, has been created which is the overall plant layout, building floor plan, 2. On that new building floor plan, the area of work has been clouded as requested 3. The palletizer equipment plan was shown on sheet two of the submittal and I have added an 8 /2 x 11 cut sheet for this palletizer 4. The conveyor tie in would have been included on the conveyor plans for can line 2. There is a new Sheet C which has the conveyor for the palletizer. 5. Equipment cut sheet has been attached as 81/2 x 11 for your information. I have included 2 copies of the new plans (sheet 0, Rev 2/3 and Sheet C). Also new structural calculations for the new work. This should accomplish what you requested. David Kehle Encl. 2 sets of revised plans Sheet 0, Rev Sheet 2.3, Sheet C and Calculations, 81/2x11 equipment cut, 1 set of the original permit drawings and talcs. 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 2/3/2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. M19-0159 SHASTA BEVERAGE, INC - PALLETIZER CAN LINE 2 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 9/24/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 3/24/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is deterrnined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Elisa Villegas Permit Technician File No: M19-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development October 17, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Correction Letter # 1 MECHANICAL Permit Application Number M19-0159 SHASTA BEVERAGE, INC - PALLETIZER CAN LINE 2- 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING M DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • Plans and calculations submitted are missing the following: 1. Building floor plans. 2. Layout clouding of work area. 3. Palletizer equipment plans. 4. Conveyor and tie-in plans. 5. Equipment cut sheets. These plans only have platform, catwalk, stairs and anchoring calculations. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. MI9-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 keh e September 23, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement New Palletizer for Can Line 2 Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the new palletizer for can line 2 as prepared by Honeywell. This installs the new palletizer for can line 2 including conveyor tie in. The package includes the palletizer and conveyor interconnections, anchor bolts and structural calculations. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle RECEIVED CITY OF TUKWILA SEP 2 4 2019 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PERMIT COM CO'P-I PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0159 DATE: 7/28/20 PROJECT NAME: SHASTA BEVERAGES, INC PALLETIZER CAN LINE 2 SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal _X Response to Correction Letter # _1 Revision # Revision # before Permit Issued after Permit Issued 1, DEPARTMENTS: 1)L-S Building Division Public Works LI Fire Prevention Structural n Planning Division L Permit Coordinator Ill PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 7/28/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 9a2n0 n Fire Fees Apply E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW 0 Staffnitials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0159 DATE: 09/24/2019 PROJECT NAME: SHASTA BEVERAGE, INC PALLET ZER CAN LINE 2 SITE ADDRESS: 1227 ANDOVER PARK EAST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 5 COff 61-21/17 Building Division II Public Works Fire Prevention Structural IA Aux- to-o-t • r Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/26/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved LJ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/24/2019 LI LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0.'A Departments issued corrections: B1d Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: *12•C-' Plan Check/Permit Number: M19-0159 D Response to Incomplete Letter # Response to Correction Letter # 1 RECEIVED LA OKW1 Er] Revision # after Permit is Issued CITY OF T Revision requested by a City Building Inspector or Plans Examiner AIL 282020 Deferred Submittal PERMIT CENTER Project Name: Shasta Beverages, Inc — Palletizer Can Line 2 Project Address: 1227 Andover Park E Contact Person:)414I1c) Yreal,e Summary of Revision: Phone Number: ar-Q-4g3 Sheet Num ber(s): aNler-7*(ebTC) Zi jOtal-6/ (DIM 4, "Cloud" or ighlight all areas of revi ion including date of revision Cr Received at the ity of Tukwila Permit Center by: Entered in in TRAKiT on CAUsers\bill-ADesktopaevision Submittal Form.doc Revised: August 2015 CITY 1 ' OF 1'Uh'T-i TL4 Department of Community Development 630o Southcenter Boulevard, Tukwila, WTI 98r88 Telephone: (206)43i-36-o 11X(206) 431-3665 AFFIDAVIT IN LIEU OF CONTRACTOR STATE OF WASHINGTON) COUNTY OF KING es as follows: PERM Permit Center, Building Division 206 4,i-36'o Public Works Department 206 Planning Division 206 4 31-3670 TRATION vTO: ti 815 2 [please print name] z I have grade application fora permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.2,090. 3 I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of'4'ashington, or that one of the exemptions stated under RC11' 18.27.090 applies. 4 In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCV'i 18.27.090, I consider the work authorized under this permit to be exempt under number t nd will therefore not he performed by a registered contractor. i I understand that the licensing provision of RCW tg.28. z6i through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might other wise have under state law in any decision to engage an unregistered contractor to perform construction work By signing below, I certify the information I am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penaltie Furthermore, I understand that 1 may be waiving certain rights that I might otherwise have under state law in,; ny7decision to engage an unregistered contractor to perform construction work. C finer/O\vner`s Signed date: day of 1 8 7 CO2 an ugar Deliv 6 aln Sump BaWhingAnw Worieb EMMEN INEMENNE N 111111111 NEMEEN ENNEENNEAN NONNNONNIN Il 'MNNE NEENNEENIN ENNEENNEEN NOMEN' MENNEN NIENNEENNEEN i NOMMEN MENEM NONNENVENE MENEM•NEENNEENOM r MEV 5 111111111111111111111 NENENNENEll INEENNEINEN .1i 1111 I I II 3 2 CORRE LTR# I.SIONS SEPARATE PERMIT REQUIRED FOR: LJ ,Mechanical 2' EIeC1CaJ OLE lumbing EjY Gas Piping City of Tukwila BUILDING DIVISION ON REVIEWED FOR CODE COMPLIANCE! .APPROVED AUG 24 202U City of Tukwila BUILDING DIVISION D 8 0 1/4" TOP PLATE 1 1� 1/4" PLATE 7/8"0 NUT WELDED TO PLATE 0.875"0 (1) 1-8 UNC 1 3/4" FOOT PLATE �3) 7/8"0 THREADED ROD SLAB ON GRADE SOIL 1 /2"0 ANCHOR 3 3/8" MIN. EMBED. '11-11=11=11=11-11-It-11-11-I I-11� (1) ANCHOR REQ'D PER BASE PLATE 3/16" NON -SLIP DIAMOND PLATE TYP. 4" x 1 3/4" x 3/16" THK. CHANNEL BEAMS 17/32" SQ. HOLES TYP. 37 1/4" 4 11/4" 3/41 4" 12 7/8" 33 3/4" 12 7/8" 4' 3/41 ANCHOR C4 x 4.5# PLATFORM BEAMS & DECK CROSS SECTION TYP ATTACH W/ 3/8"0 BOLTS TYP. COLUMN BRACE TUBE rs� BRACE CHANNEL KNEE BRACE TYPICAL BEAM TO CHANNEL CONNECTION 37 /4" A 46 3/4" ELEVATION 89.5" 6 3/4' 108" / ELEVATION 104.5" dVJ� L____u PLAN VIEW B 08" 77 .0 Ir -,1 89 /2" STORAGE RACK ELEVATIONS Ler- A / 46 3/4" O.C. i B / TYP TYP SIDE VIEW 103" O.C. / C 104 1 /2" 1/4"� 37 1/4" 4 ‘/4" 43 9/16" P) 3/16 V TYP)3/16 V 34 /2" 32 1/4" 0.C. VIEW A - A 1" 37 1/4" 47 13/16" TYP>3/16 V1 TYP)3/161/ 34 /2" 11 32 1/4" 0.C. VIEWS -B 4 1/4 37 1/4" 47 13/16" P) 3/16 1/ TYP) 3/16 1/ 34 /2" 32 1/4" 0.C. VIEW C - C TYP TYP TYP NOTES: 1. DESIGNED PER THE 2018 IBC. Fa = 1.0 Fv = 1.5 Ss = 1.432 S1 = 0.534 Sds = 0.955 Sd1 = 0.534 1=1.0 Do=2.5 R=2.5 Cd=2.5 Cs = 0.3819 2. DESIGN LOADING: wDL = 678 LB (FRAMING) wLL = 60 PSF (MAINTENANCE) 3. STEEL: TUBES - ASTM A500, GRADE B, Fy = 46,000 PSI. SHAPED STEEL - ASTM 1011, Fy = 36,000 PSI. GRADE 36 ALL OTHERS - ASTM A36, GRADE 36, Fy = 36,000 PSI. 4. ALL BOLTS: A325 (UNLESS OTHERWISE NOTED). 5. ANCHORS: SIMPSON STRONG BOLT 2, ICC #ESR-3037. 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 7. CONCRETE: 6" THICK x 4,000 PSI. 8. SOIL BEARING PRESURE: 1,500 PSF. REVIEWED FOR CODE COMPLIANCE 1 APPROVED AU(? 4 202U CIS of "I.Ukwiia BUILDING DIVISION DESCRIPTION >- m W O SEIL� ZMIC EST. 1985 SEIZMIC E11N30GINE. CEERINGypress, INC.St. Covina, California 1 Tel.(9099)867249-0989 DRAWN BY: M.V. / M.T. DATE: 06/22/20 LAST REV. BY: REV. DATE: TYPE: INT SCALE: N.T.S. APRV'D BY: SAL E. FATEEN Digitally signed by Sal Fateen Date: 2020.06.29 12:11:35-07'00' EXPIRES 04-12-2022 DESCRIPTION: CATWALK DETAILS DRAWING NUMBER: 20-1283-A l 0 N u7 LEVATII]N 9,5' a N 10 E_EVA ION 1D4,5"1 CONVEYOR FOOT PLATE DETAIL "D" 7,25' x 2 x 1/4' Detail D 5'x2'x7ga ' x1,75' x 7ga elded All bolted locations are 1/2'dia 36' Toof roller elevation 6' x 2'x 1/4' REVIEWED FOR ?PLIA.NCE s ROVED Uf ' 4 2ljZtj City 0fTukwila BUILDING: DIVISION wilExp6atict z CC SCALE: 3/8" _ ?'-0' rn w a N o � DRAWN BY k o_ x rn CHECKED BY 1227ANDOVER PARK EAST, TUKWILA, WA 98188 942 PALLETIZER GENERAL CONFIGURATION AND INSTALLATION 0 0 z 0 w 0 a A-18-14061 SHASTA BEVERAGES, INC 1227 ANDOVER PARK EAST TUKWILA, WA 98188 PALLETIZER INSTALLATION PROJECT INFORMATION: 1) SCOPE OF WORK: Intelligrated is responsible for the design a . ' - '. of the propose aterial handling and conveyor equipment shown on the drawings. This includes the palletizer unit, aintenance catwalk, stairs and post installed anchorsto the floor 2) DEFERRED ITEMS: Life safety items including egress paths, fire suppression, sprinkler locations, emergency lighting, alarms, tactile signs, and smoke suppression are by others. GENERAL DESIGN NOTES: 1) BUILDING CODE DATA: IBC 2015 model code with Washington State Amendments and ASCE 7-10 incorporated) Risk Category = II Seismic Importance Factor le = 1.0 Ss = 1.432 g S�=0.534g Site Class = D Stiff Soil (default) Sips = 0.955 g SDI =0.534g Seismic Design Category = D 2) POST INSTALLED ANCHORS: See drawings for details. Periodic Special Inspections shall be provided. DRAWING DRAWING INDEX COVER SHEET 9291793 9320714 TITLE DESCRIPTION COVER SHEET 942 PALLETIZER STAIR AND HANDRAILS DRAWING INDEX AND PROJECT NOTES GENERAL CONFIGURATION AND INSTALLATION DETIALS REV B B B BUI SITE LOCATION WED FOR COMPLIANCEAPPROVED ° U6 J 4 7.I121 of !'ukw,la NG DIMS O SLP 2 2G19 COVER SHEET U) I of flJq;DI59 n I I LL n �n n ELEVATION VIEW — EQUIPMENT OMITTED FOR CLARITY .406" X 1.250" SLOT 3'-0" L2x2x1/4 8x6x1/4 3x3x3/8 6x4x3/16 8x6x1/4 SIDE VIEW — PLATFORM AND SJPPORT FRAME ONLY SEP 2 z • • • I''11111 • • I • ,r...."I"'""i"'iii" ,iiii"'iii"�'li i iiWIIYIII-$Yiiii�'iiii4 IIIIiiii'llIIllI.11Ul'i .. ..,. 11111111111 11111 11 1111111111 I II'I�IIIIIIIIIIIIIIIIIII ,;C;.:;;;I; , ;.;?. w< Illllllilllllllllll 1116 =IuiiIIII`IIIIII` III'"-°:"i" U''11IIIIIIIIIIIII i�!_ "I"IIIli.:I Ii!,li,.., ,„,„„ III•.II II II,;IIIu":II,jli 111lir illllll Ili ] _"'- I L z cW z .I If II NM PLAN VIEW UP T 6x4x3/16 (fYP) 8x6x1/4 T T 3 PLAN VIEW — PLATFORM AND SUPPORT FRAME ONLY DETAIL SHEET 9320714 9'-9 1/16" 46'-4 1/16" DETAIL 1 6 1/2" 0.5630 5'-8„ 7'-6" 36'-7" 7'-6" 7'-6" 8'-5" n DETAIL "F" DETAIL "D" 8 1/2" —1 c0 co 0.5630 1/4" MAT'L THICKNESS PLATE DETAIL "A" PLATE DETAIL "B" PIER FOOT PLATE DETAILS N DETAIL 0.5620 --II-- 0.178 MAT'L THICKNESS STAIRS FOOT PLATE DETA L "C" N 4 1/2" DETAIL "B" 2„ --HI— 0.12 " MAT'L THICKNESS 0.6880 6 1/4" .8750 (1) 1-8 UNC CONVEYOR FOOT PLATE DETAIL "D" HANDRAIL DETAIL "0' POST —INSTALLED ANCHORS ANCHOR MACHINE AND FLOOR MOUNTED ACCESSORIES WITH HILTI KWIK BOLT TZ CARBON STEEL WEDGE ANCHORS. ANCHORS SHALL BE 1/2" X 5-1/2" LONG — PROVIDE MIN 3-1/4" EMBEDMENT IN EXISTING 6" THICK 0 =3,000 PST CONCRETE SLAB. — INSTALL PER ICC—ESR 1917 AND MANUFACTURER'S INSTRUCTIONS — SHIM PLATES INCLUDED WITH MACHINE TO LEVEL UNEVEN FLOOR (DIMS SIMILAR TO PIER FOOT PLATES) DECK AND STAIRS — 3/16" THICH NON —SLIP DIAMOND PLATE DETAIL "E" 1/4" MAT'L THICKNESS .5630 (1) PLATFORM SUPPORT FOOT PLATE DETAIL "F" MIN 0 N REVISION LINE REVISION LINE #1 w a 0 Ll 1 PROJECT REFERENCES N CD I c ADD DETAILS 0 op N 0 0 J Z 2 C 3/8"= 1'-0' w Q 0 0 rn w < 0 N O ADD DETAIL 0) in CHECKED BY 942 PALLETIZER GENERAL CONFIGURATION AND INSTALLATION PROJECT NUMBER A-18-14061 z 0 (1m cc Ili III PM 11 TifirA 2X 6 PER 2 INTERFACE WITH 1 DETAIL A 2X, 5 4X 7 2X PER 3 INTERFACE WITH 33.75" P`1 cr NMI 29.75 " a asal r IR lull T 9 N --12.625 "-- SHOP NOTE: -WELD ALL PIECES AND GRIND SMOOTH 0.75" od 1/4V \ttP. 112.54 " ITEM QTY PART NO. Par 1 9320714/X XXX.XX 2 4 2 8 6 18 7 26 52 2X 4X 2X 6 PER 2 9341565/ X XXX.XX 9341566/XXX.XX 9352838 DESCRIPTION PF STAIRS ASSY 40 DEG / X XXX.XX PF STRS WLDT 40 DEG / X XXX.XX PF STRS HR WLDT 40 DEG / XXX.XX PLTFRM STRS MTG CLIP 9352839 PLTFRM STRS HNDRL MTG CLIP 0220022 BOLT HHCS 3/8 16NCX1-1/4 LG ZP 0504612 BOLT HHCS 3/8-16NCX3 LG ZP 0221126 NUT NYLOCK3/8-16 (M-CARR #90640A131) 0225653 WASHER FLAT 3/8" ASSEMBLY NOTE: -PLATFORM MUST BE LEVEL PRIOR TO SECURING STAIRCASE -SHIM PLATFORM AS REQUIRED DETAIL B DWG. NO. 9320714D 9341565 9341566 9352838 9352839 PER 2 & , 4 INTERFACE SECTION C-C 6 2X 7 'r4X 8 2X i.0asslP 'ANiC APPROVED y 5LI 2 L; L`U'19 It11-6M oh, MEI V MEI An 4-I co d 0 0 ADD DETAILS a7 0 N co O h 6C u) C 0 0 rn 0 N 0 m 0 0) M W LL, =0 N M z 0 C' CO Cf o 3 O a 0 0) � d No- fIEFIT FOR o COD COMPLIANCE APPRZNED V) ce'4 L(Eii` 2019 1227 ANDOVER PARK EAST, TUKWILA WA 98188 N rn 0) o rn M. n h 11 O' 0 1h 942 PALLETIZER k J GENERAL CONFIGURATION AND INSTALLATION O