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Permit MI02-004 - QWEST WIRELESS
QWEST WIRELESS S112ST&TIB EXPIRED 12 -I1 -02 MI02 -004 City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0423049130 Address: Suite No: MISCELLANEOUS PERMIT Permit Number: M102 -004 Issue Date: 06/14/2002 Permit Expires On: 12/11/2002 Tenant: Name: QWEST WIRELESS Address: S 112 ST & TIB, Owner: Name: SEATTLE CITY LIGHT Address: PROPERTY MANAGEMENT, 1015 3RD AV Contact Person: Name: NORRIS BACHO Address: 450 110TH AVENUE NE, #209, BELLEVUE, WA Contractor: Name: WREN CONSTRUCTION INC Address: 1108 RUCKER AVE, EVERETT, WA Contractor License No: WRENCI *013B6 Phone: Phone: 425 652 -2126 Phone: 206 - 200 -2143 Expiration Date: 01/26/2004 DESCRIPTION OF WORK: INSTALL 3 SECTOR, 2 EACH, ANTENNAS ON EXISTING SCL LATTICE TOWER. EQUIPMENT TO BE INSTALLED AT BASE OF LATTICE TOWER. FIBER OPTIC CABLE WILL BE ATTACHED OVERHEAD BETWEEN POLE A & POLE Y ALONG TUKWILA INTERNATIONAL BLVD IN THE CITY RIGHT OF WAY AND ON PRIVATE PROPERTY BETWEEN POLES Y, X AND Z. THE APPROX. 60 FT LONG CABLE RUN BETWEEN POLE Z AND THE TRANSMISSION TOWER WILL BE BURIED UNDERGROUND. PW ACTIVITY INCLUDES STREET USE. UNDERGR AGREEMENTS - WAIVER TO UG ORDINANCE - OBLIGATION FOR FUTURE UNDERGROUNDING:ONE FOR R.O.W, 2nd FOR T.I.B. R.O.W. APPROVED BY PW DIRECTOR ON 5/17/02 ARE ATTACHED AS PART OF THIS PERMIT APPROVAL. Value of Construction: Type of Fire Protection: Type of Construction: $40,000.00 Fees Collected: $925.04 Uniform Building Code Edition: 1997 Occupancy per UBC: 0026 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: doc: Miscperm M102 -004 Printed: 06 -14 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Storm Drainage: N Street Use: Y Water Main Extension: N Private: Public: Water Meter: Channelization / Striping: ** Continued Next Page ** doc: Miscperm M102 -004 Printed: 06 -14 -2002 City offukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Ka/1444N Date: hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law 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 of any other state or local laws regulating constru tion or the perfc nance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: a/ /577' /c� /Ci' Date: 6//Vp This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Miscperm M102 -004 Printed: 06 -14 -2002 City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0423049130 Address: Suite No: Tenant: QWEST WIRELESS PERMIT CONDITIONS Permit Number: M102 -004 Status: ISSUED Applied Date: 01/09/2002 Issue Date: 06/14/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: The applicant must note that the Conditional Use Permit for this project was approved on 9/29/2000 and that substantial construction of the proposed development must be completed within two years from the date of Notice of Decision i.e. by 9/29/2002. 7: The antennas must be painted with non - reflective paint to match the existing lattice tower and the ground equipment must be screened by natural cedar fence. 8: ** *PUBLIC WORKS DEPARTMENT * ** 9: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 10: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 11: This permit shall be accompanied by the "SPECIAL CONDITIONS QWEST - STREET USE PERMIT (REVISED 9/25/00)" which are hereby incorporated and binding upon the Applicant. Signature hereto shall serve as acknowledgement of the receipt of such special conditions and shall further indicate applicant's agreement to abide to the terms and conditions contained herein. 12: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control IF REQUIRED. Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Gt.-4/Y ( i7.51,4'Pc ` %u yr Date: 6'//YA2 doc: Conditions MI02 -004 Printed: 06 -14 -2002 CITY OF TI(WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Fc ;STAFF USE ONLY Project Number: Permit,Number: rlj..�0 -2 -OD Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project NaTeq W/ /Z _ sss ac 5,g Valuegf,C�ns�tru ion: *i 3 S6Ziro -, /NS /'- eN bXr gNG SGt, to zce' '-'a'w�. • Ef L �1 044,61.4- ID be- 1 ns kl ,4-- l 4. &44...- " /`t t# e /nom . Site Address : !/2 5T 4. '723 City State/Zip: Tax Parc I 2u b 0430 `1-- g130`09 Pro rt O gr uor ( Phone: ( ) ` .X321 Street Addres : „� m City t to /Zip: -70v r-1�t �'o r7 9610 Fax #: ( ) Phone: (4064. 307 soli Contractor: owr To CD loAtinIg- Ata. 11-A 4' Street Address: City State /Zip: Fax #: ( ) 0 Sewer Architect: K DG kr, C 4, L Phone: (fir) `'b_ Q' s( Street NG3D Address: Z4 ST $tu : %tv t i. vat State/Zip: Fax #: ( ) 112. Orb Engineer: 0/07/100 POUR( Aatelerr6r5 Phone: ( ) U Street pta ✓� Mot" CD– I1O AV W �S - Fax #: (' `.�1' , t 16/ v , Conta Persoq: �orvrs �i�rc� Phone: (�) K2 21?.)b Street , a, Address: ` /Op* iN 4201 I /(W State /Zip: `75[/ 9y�� Fax #: (4270_,1 b31 O `�51 MISCEL'L'ANEOUS PERMIT REVIEW AND.APPROVAL REQUESTED: (TO,BE'FILLED OUT BY APPLICANT). Description of work to be done (please be specific): - Z- iC *i 3 S6Ziro -, /NS /'- eN bXr gNG SGt, to zce' '-'a'w�. • Ef L �1 044,61.4- ID be- 1 ns kl ,4-- l 4. &44...- " /`t t# e /nom . Will there be storage of flammable/combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 ,plaper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks 0 Antennas /Satellite Dishes DI Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Facilities ❑ Tree Cutting APPLICANT REQUEST `FORMISCELLANEOUS';PUBLIC WORKS PERMITS ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut_ cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer #: 73 Sewer Main Extension 0 Private 0 Public ❑ Street Use. ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /Sta e /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND.BILLING: Name: Phone: Address: City /Sta e /Zip: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: ooz 9/9/99 Date application expires: 7- 9--Doz Application taken by: (initials) ALL MISCELLANEOUS PERK APPLICATIONS .MU.,ST.BESUBMITTLJVITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building ,Owner /Authorized.Ag'ent' If the applicant is other fIiih th'e owner, registered architect /engineer, or contractor licensed by the State of Washington; a,notarized letter; from'thei property owner authorizing the.agent to submit this permit - application and obtain the.permit will be,required has, part of this submittal. I HEREBY CERTIFY THAT I 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 OR AUTHOR ED AGENT: SUBMIT APPLICATION AND .REQUIRED .CHECKLISTS FOR PERMIT REVIEW ❑ Above . Ground Tanks/Water .Tanks - Supported directly upon grade exceeding 5,000 gallons: and a ratio of height to diameter or width which exceeds 2:1 Submit checklist No: M -9 ❑ Antennas /Satellite Dishes Submit checklist No M -1 ❑ Bulkhead/pock: Submit checklist , No: M-10' ❑ ; Commercial Reroof, Submit, checklist, ; No M =6 0 Demolition ' Submit checklist No;, N1 -3`° '' ❑ • Fences - Over.6feet in Height Submit checklist No: M -9 0 ',Land Altering/Grading/Preloads Submit checklist No M -2 0 • Miscellaneous Public Works Permits Submit checklist No: H -9 ❑ Manufactured :Housing,(RED INSIGNIA ONLY) , Submit checklist No :: M -5• ❑ Moving Oversized Load /Hauling k. Submit checklist ; No M -5 ❑ :Parking. Lots Submit checklist No M -4: O •. Retaining .Walls - Over.4 feet in height Submit checklist No: M -1 ri Temporary Facilities Submit checklist No: :M-7 0 Tree Cutting: Submit checklist . No: M -2 '. Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building ,Owner /Authorized.Ag'ent' If the applicant is other fIiih th'e owner, registered architect /engineer, or contractor licensed by the State of Washington; a,notarized letter; from'thei property owner authorizing the.agent to submit this permit - application and obtain the.permit will be,required has, part of this submittal. I HEREBY CERTIFY THAT I 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 OR AUTHOR ED AGENT: Signature: /173 4ke Ito Date: I ii 0z. Print name: o�,<ris '$0y Phone: ((tir-) bS2,21ZL Fax #: (Ltr� t�' _ b3(O Addre_s � //aril AV iCI� gel .City /Sjat���/ZiJ�Ji.iervu i 1044 ^l 'T 9/9/99 nniscpml.doc Ill City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • RECEIPT Parcel No.: 0423049130 Permit Number: MI02 -004 Address: Status: APPROVED Suite No: Applied Date: 01/09/2002 Applicant: QWEST WIRELESS Issue Date: Receipt No.: R020000794 Payment Amount: 572.25 Initials: KAS Payment Date: 06/14/2002 09:30 AM User ID: 1684 Balance: $0.00 Payee: STAUBACH PORTFOLIO SERVICES TRANSACTION LIST: Amount Type Method Description Payment Check 065976 572.25 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES INSP FEE - UTILITY PLAN CHECK - UTILITY STATE BUILDING SURCHARGE 000/322.100 000/342.400 000/345.830 000/386.904 542.75 15.00 10.00 4.50 Total: 572.25 7595 06/14 9716 TOTAL T AL 5 (2,. Lc doc: Receipt Printed: 06 -14 -2002 • City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0423049130 Permit Number: MI02-004 Address: Status: PENDING Suite No: Applied Date: 01/09/2002 Applicant: QWEST WIRELESS Issue Date: Receipt No.: R020000030 Payment Amount: 352.79 Initials: SKS Payment Date: 01/09/2002 01:03 PM User ID: 1165 Balance: $547.25 Payee: QWEST WIRELESS TRANSACTION LIST: Amount Type Method Description Payment Check 304630 352.79 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 352.79 Total: 352.79 24130 01/10 9716 Tom 352.79 doc: Receipt Printed: 01 -09 -2002 FILE COPY r TOWER DESIGN ANALYSIS SEATTLE CITY LIGHT TOWER TYPE A TOWER DU 0/50 SEA459 MAY 2000 REVISED OCTOBER 2000 Prepared for: W &H Pacific Prepared by: Commonwealth Associates Inc. Approved by: vf‘ 009 10 3 1 242 i RECEIVED CITY OF TUKWILA JAN 0 9 2002 PERMIT CENTER IFXPIRFR i / /.5■1.. 1A10/13‘00 CONTENTS: Summary Structure Load Calculations Tower Model Tower Analysis (Load Cases 1 -3 and Load Case 4) Supplemental Analysis (antenna frame and cable attachments) Backup Data: 1. Antenna Attachment Locations 2. Antenna & Tower Mounted Frames 3. Plan and Profile Drawing 4. Tower Specifications Mpl.Unwwclieteunntn.l_ 2]NI ssa.ondoo ktk ICV16/0U TOWER DESIGN ANALYSIS SEATTLE CITY LIGHT TOWER TYPE A TOWER DU 0/50 SEA459 SUMMARY INTRODUCTION Commonwealth Associates Inc., (CAI), was contracted by W &H Pacific to analyze a specific type A tower (DU 0/50), owned by Seattle City Light, for the purpose of installing six antennas to be mounted on three antenna frames 56' above grade. A computer analysis of the structure with the antennas and associated antenna hardware was completed and a report was issued in May 2000. The initial analysis assumed all loads entered the structure at node points. This assumption has been used on previously analyzed structures for Seattle City Light (SCL). Following SCL's review a request was made to investigate the impact of the antenna attachments in more detail considering the fact that the attachments are not directly attached at node locations. The revised October 2000 report includes a section of supplemental analysis, which addresses the antenna attachments in more detail. During the reanalysis some minor errors were discovered in the original computer model. The October 2000 report includes the revised computer analysis. METHOD CAI checked the tower strength in accordance with ANSI/ASCE 10 -90 standard "Design of Latticed Steel Transmission Structures ". The structural analysis was performed on PLS -TOWER version 4.57 computer program. The external loads applied to the structure were established in consultation with Seattle City Light. LOAD CASES The following load cases were used in the analysis of the tower: 1. NESC Medium loading, maximum working conductor tension = 14,500 lbs. 2. NESC Extreme wind, 80 mph, Exp. B. 3. Broken conductor, assume any two conductors broken that will result in maximum stress in the tower, the broken conductor tension shall be 9,000 lbs. (each). The remaining conductors and the tower shall be loaded to NESC Medium conditions. Use the following overload factors: 1.0 for longitudinal loads, 1.0 for transverse wire tension loads, 1.75 for transverse wind load, and 1.25 for vertical loads. 3.1. Broken Conductor at Top Right and Top Left Supports 3.2. Broken Conductor at Top Right and Middle Right Supports 3.3. Broken Conductor at Middle Right and Middle Left Supports 3.4. Broken Conductor at Bottom Right and Bottom Left Supports 3.5. Broken Conductor at Bottom Right and Middle Right Supports 4. Broken Conductor 3.1 and 3.2 without Antenna and Cables Vertical and transverse loads were calculated for each of the above cases based on actual wind span, weight span and tower height. In addition to the usual conductor and tower loads, the loads on the antenna appurtenances (including antenna cables) were included. A''/" diameter steel shield wire was assumed for analysis as the actual wire was unknown. ANALYSIS RESULTS Structure Under the first load case, NESC Medium, no members were overloaded. Under the second load case, NESC Extreme Wind, no members were overloaded. Under the third load case, NESC Medium with broken wire loads and adjusted OLF's, member 53 was loaded to 149% of its compression capacity. The exceeding of the capacity is primarily due to the difference in assumptions and methods used in the original design of the tower and those used currently. The effective length for buckling was considered to be quartered for each axis originally, whereas presently, the entire length is considered its effective length for buckling for at least one axis. The failure of member 53 is not directly related to the proposed addition of antennas. However, if it is determined that modification is warranted member 53 can be reinforced by adding bracing as shown on sheet 3 of the Summary. Frame Attachment The detailed analysis identified some small - localized stresses that were not specifically identified in the earlier analysis. The localized stresses were not significant and do not change results of the earlier analysis. The antenna frames currently being proposed are smaller than those originally assumed, however for analysis purposes the loads calculated during the original analysis were used. The antenna frame analysis was based on the frame attachment points straddling the tower joint, a 3.5 -foot attachment point spread and with the upper attachment located 2.3 feet above of the tower joint. The original larger antenna frame included a stabilizing rod to eliminate torsion that may be created by uneven loading. A stabilizing rod should also be used with the smaller antenna frame currently being proposed. Cable Attachment The cable support clamps proposed on this installation are designed to carry multiple cables. The review considered six cables with no shielding and assumed the cables were located 12 inches from the leg angle neutral axis. The cable support clamps are 1/8 inch thick and are not capable of creating a large torsion load on the leg members however for analysis the loads were calculated based on the cable support member being rigid. All of the above assumptions are conservative. The analysis shows that the localized stresses in the leg members caused by the cable attachments do not change the results of the earlier analysis. From a practical standpoint it is recommended that cables be installed as close to tower leg members as reasonable and that cables be attached on both sides of the cable support clamps to minimize torsion loading and to provide some wind shielding. Foundation The computer printout on page 14/21 for the third load case, indicates maximum foundation loads as follows: 1. Uplift 47.0k. 2. Compression 61.3k The computer printout on page 12/14 for the fourth load case, indicates maximum foundation loads as follows: 1. Uplift 47.0k (without antenna loads.) 2. Compression 60.1k (without antenna loads.) A comparison of the foundation reactions with and without the proposed antennas shows an increase in compression load of 2 %. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET EIENT SHE A OF SUBJECT JOB NUMBER CALC. WBy / TE 5� 2� /OO CHECKED BY /DATE REV. 1 i . 11 I �' z3 � C� ;t jik , ilk A iv_ , • •., ,.,,,,. _,,. 1111, 50. AIM. a, , 411p iill ei� ,i.' hi BIM . �.� r , , 111 Iple co. 1 • I ' _ RIM '7t'r'a r .: • ' r) !Z, 3 , 4B - 13 -rep 1 - ; 7 ilp - 1 --\ %..- _ - - • I , L _ - =7 \ L -' r/- - -.---- 1 5Z �._ I - _ s -- -- ' 113) ------ V Structure Load Calculations ---. —.r.cI .1, U .1 .1$5.....i.■ \GO!,o Tower DU 0 /50 Variable Assignment: 900 = Wind Span (feet) 750 = Weight Span (feet) Conductor. 795 kcmil ACSR (Mallard) 0.517 = Shield Wire Weight (pound /foot) 0.749 = Shield Wire Weight (+ 1/4" radial ice) (pound /foot) Shield Wire: 1/2" dia. 7 str. 1.235 = Conductor Weight (pound /foot) 1.667 = Conductor Weight (+ 1/4" radial ice) (pound /foot) 0.495 = Shield Wire Diameter (inches) 0.995 = Shield Wire Diameter (+ 1/4" radial ice) (inches) 1.14 = Conductor Diameter (inches) 1.64 = Conductor Diameter (+ 1/4" radial ice) (inches) 0.00 = Line Angle (degrees) 7139 = Shield Wire Tension (Nesc Medium) (pounds) 14500 = Conductor Tension (Nesc Medium) (pounds) 18.5 = Extreme Wind (PSF) 5716 = Shield Wire Tension (Nesc Extreme Wind) (pounds) 11168 = Conductor Tension (Nesc Extreme Wind) (pounds) 425 = Wind Span (feet) - Broken 425 = Weight Span (feet) - Broken Load Case #1 NESC Medium (1997 OLF) sw COND TOWER CABLE V = 1.5 " Weight Span • Shield Wire Weight + 1.5 * Shield Wire Hardware Weight = 888 T = 2.5 " Wind Span • Shield Wire Diameter' 1 FT/ 12 IN * 4 PSF + 1.65 * 2 * SIN (Line Angle /2) " Shield Wire Tension = 746 = 1.5 * Weight Span " Conductor Weight + 1.5 " Conductor Insulator Weight = 2055 T = 2.5 * Wind Span " Conductor Diameter * 1 FT/ 12 IN • 4 PSF + 1.65 " 2 * SIN (Line Angle /2) * Conductor Tension = 1230 WIND 4 • 2.5 * 3.2 = 32 PSF on 2 Faces = .16 PSF /FACE DRAG FACTOR = 1.25 DEAD LOAD = DL* 1.5 V = 5.94 #/ft T = 7.75 #/ft M:\ pls \towericlients \uswest\A1_25\a1 25.xts kik 05/22/00 JOINT LOAD DUE TO WIND ON CABLES ON LEGS Joint 10S 11S 12S 13S 14S Cable Len•ths Vertical Transverse 7.05 7.05 10.73 12.78 25.55 42 42 64 76 152 55 55 83 99 198 JOINT LOAD DUE TO ANTENNA Joint Vertical Transverse 10S 399 80 102 427 134 103 427 134 11S 399 80 112 427 134 113 427 134 Load Case #2 NESC Extreme Wind SW COND TOWER CABLE V= TOTAL JOINT LOADS 1 Joint Vertical Transverse 10S 440 135 102 427 134 103 427 134 11S 440 135 112 427 134 113 427 134 12S 64 83 13S 76 99 14S 152 198 V = 1.1 * Weight Span * Shield Wre Weight + 1.1 * Shield Wire Hardware Weight = 460 T = 1.1 * Wind Span * Shield Wire Diameter * 1 FT/ 12 IN ' 18.5 PSF + 1.1 * 2 * SIN (Line Angle /2) * Shield Wire Tension = 755 V = 1.25 * Weight Span ' Conductor Weight + 1.25 * Conductor Insulator Weight = 1308 T = 1.25 *Wind Span * Conductor Diameter * 1 FT/ 12 IN * 18.5 PSF + 1.25 * 2 ' SIN (Line Angle /2) * Conductor Tension = 1977 WIND 55.8 1.25 = 69.7 PSF on 2 Faces = 34.9 PSF /FACE DRAG FACTOR = 1.25 DEAD LOAD 4.95 #/ft T = 13.66 #/ft M: \pIs \tower\clients \uswesttA 1 _25 \a 1 25.xls = DL *1.25 klk 05/22/00 Ref: ASCE Manual 74 o14 Wind on Conductors: 4 = 116.0 F = Q(Z„ V)2GCfA Q= Z = V= GW = Cf = A= 0.00256 0.945 (Table 2.4- 1,Exposure B, 4 = 116'- 1/3'(4' +20') _> 108') 80 mph 1.266 (Eqn. 2.5 -1, 4 = 108', Wind span 900') 1.0 Span x Conductor Diameter /12 F/A = 18.5 psf Wind on Cables: F = Q(Z„ V)2GCfA Q= Z = V= Gt = Cf = A= 0.00256 0.745 80 mph 1.555 1.0 Cable Area Z = 56.0 I F/A = 14.1 psf Wind on Tower: F = Q(Z„ V)2GCfA Q= Z„ = V= Gt = Cf = A= (Table 2.4 -1, Exposure B, 4 = 2/3 "56' = 38') (Eqn. 2.5 -2, 4 = 62') Z = 115.0 0.00256 0.875 (Table 2.4 -1, Exposure B, 4 = 2/3 "115' = 77') 80 mph 1.389 (Eqn. 2.5 -2, 4 = 80') 3.2 (average) Area of one face (sq ft) F/A = 55.8 psf Wind on Ant.& Frames: Z = 56.0 F = Q(Z„ V)2GCtA Q= Z = V= Gt = Cf = A= 0.00256 0.805 80 mph 1.481 1.6 Area of one panel F/A = 25.2 psf M: \pls \tower\clients \uswest\A 1 _25 \a 1 25.xls (Table 2.4 -1, Exposure B, 4 = 56') (Eqn. 2.5 -2, Za = 56') klk 05/22/00 JOINT LOAD DUE TO WIND ON CABLES ON LEGS Joint Cable Len•ths Vertical Transverse 10S 7.05 35 96 11S 7.05 35 96 12S 10.73 53 147 13S 12.78 63 175 14S 25.55 126 349 JOINT LOAD DUE TO ANTENNA Joint Vertical Transverse 10S 330 254 102 349 422 103 349 422 11S 330 254 112 349 422 113 349 422 Load Case #3 NESC Medium (Broken Wire Load) TOTAL JOINT LOADS Joint 10S 102 103 115 112 113 12S 13S 14S Vertical Transverse 365 350 349 422 349 422 365 350 349 422 349 422 53 147 63 175 126 349 SW V = 1.25 " Weight Span * Shield Wire Weight + 1.25 * Shield Wire Hardware Weight = 740 T = 1.75 * Wind Span * Shield Wire Diameter * 1 FT/ 12 IN * 4 PSF + 1.0 * 2 * SIN (Line Angle /2) * Shield Wire Tension = 522 COND Intact COND Broken TOWER CABLE T= V = 1.25 * Weight Span * Conductor Weight + 1.25 * Conductor Insulator Weight = 1713 T = 1.75 * Wind Span * Conductor Diameter * 1 FT/ 12 IN * 4 PSF + 1.0 * 2 * SIN (Line Angle /2) * Conductor Tension = 861 V = 1.25 * Weight Span * Conductor Weight + 1.25 * Conductor Insulator Weight = 1036 T = 1.75 * Wind Span * Conductor Diameter * 1 FT/ 12 IN * 4 PSF + 1.0 * 2 * SIN (Line Angle /2) * Conductor Tension = 407 L = 1.0 * Broken Conductor Tension = 9000 WIND 4 * 1.75 * 3.2 = 22.4 PSF on 2 Faces = 11.2 PSF /FACE DRAG FACTOR = 1.25 DEAD LOAD = DL * 1.25 4.95 #/ft 3.88 #/ft M: \pls \tower\dients\uswestWl 25 \a1_25.xls klk 05/22/00 JOINT LOAD DUE TO WIND ON CABLES ON LEGS Joint Cable Len•ths Vertical Transverse 10S 7.05 35 27 11S 7.05 35 27 12S 10.73 53 42 13S 12.78 63 50 14S 25.55 126 99 JOINT LOAD DUE TO ANTENNA Joint 10S 102 103 11S 112 113 Vertical Transverse 330 40 349 67 349 67 330 40 349 67 349 67 • M:\pIs \tower\clients \uswest\A 1 25 \a 1 25.xls TOTAL JOINT LOADS Joint Vertical Transverse 10S 365 68 102 349 67 103 349 67 11-S 365 68 112 349 67 113 349 67 12S 53 42 13S 63 50 14S 126 99 klk 05/22/00 ANTENNA & CABLE LOADS Frame Wt. = Area = 515 # ea. 10 ft. x 2.875 in. x 2 + 7 ft. x 2.375 in. x 3 + 5 ft. x 4.5 in. x 1 = 10.8 sq. ft. each No. of frames = 3 Antenna 2 & 3 Wt. = Area = No. of ant. = No. of ant. on each frame = Antenna 1 Wt. = Area = Cables No. of ant. = No. of ant. on each frame = Wt. = Diameter = 27 # ea. 12 in. x 60 in. = 5 sq. ft. each 4 2 8.2 #ea. 38.9 in. x 6.1 in. = 1.65 sq. ft. each 2 2 0.66 # ea. 1.55 in. No. of cables = 6 Load Case #1 NESC Heavy (1997 OLF) ANTENNA 2 & 3 V = 1.5 * (Frame Weight + Antenna Weight * # of antenna /frame) & = 854 FRAMES T = 2.5 *4 PSF *(Frame Area + (1.6 * # of Antenna /frame * Area of Antenna)) = 268 ANTENNA 1 FRAMES CABLES 1.11pL3ITOMERIGUENTS`GONUMERS.1 b 1-AV.m. V = 1.5 * (Frame Weight + Antenna Weight * # of antenna /frame) = 797 T = 2.5 *4 PSF *(Frame Area + (1.6 * # of Antenna /frame * Area of Antenna)) = 161 V = 1.5 * Weight of cables * # of cables = 5.94 T = 2.5 *4 PSF* # of cables * Diameter of cables * 1ft/12 in = 7.8 Load Case #2 Extreme Wind ANTENNA 2 & 3 V = 1.25 *Frame Weight + Antenna Weight " # of antenna/frame & = 698 FRAMES T = 1.25'25.2 PSF *(Frame Area + (1.6 * # of Antenna/frame*Area of Antenna)) = 845 ANTENNA 1 & FRAMES CABLES V = 1.25 *Frame Weight + Antenna Weight * # of antenna /frame = 660 T = 1.25 *25.2 PSF *(Frame Area + (1.6 ' # of Antenna /frame *Area of Antenna)) = 507 V = 1.25 *Weight of cables *# of cables = 4.95 T = 1.25 *14.1 PSF* # of cables * Diameter of cables * 1 ft/12 in = 13.7 Load Case #3 NESC Medium (Broken Wire Load) ANTENNA 2 & 3 V = 1.25 *Frame Weight + Antenna Weight *# of antenna /frame & = 698 FRAMES T = 1.25 *4 PSF *(Frame Area + (1.6 *# of Antenna/frame * Area of Antenna)) = 134 ANTENNA 1 V = 1.25 *Frame Weight + Antenna Weight *# of antenna /frame & = 660 FRAMES T = 1.25 *4 PSF *(Frame Area + (1.6 *# of Antenna/frame * Area of Antenna)) = 80 CABLES MAKSWOWER'CUENTSCONSUUERS,1 D VAmow V = 1.25*Weight of cables * # of cables = 4.95 T = 1.25 *4 PSF* # of cables * Diameter of cables * 1ft/12 in = 3.9 1 IArea= .1497 Sq. In Dia= Data from Chart No. 1 -1245 English Units ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA Shield Wire Conductor Nominal Diameter 1/ 2 ISpan= 1000.0 Feet Creep is NOT a Factor Design Points Temp Ice Wind F In Psf 15. .25 4.00 32. .25 .00 60. .00 13.40 0. .00 .00 15. .00 .00 30. .00 .00 60. .00 .00 90. .00 .00 120. .00 .00 * Design Condition 7 Strand Steel HS .495 In Wt= .517 Lb /F RTS= 18800 Lb NESC Medium Load Zone R Lb /F .20 .00 .00 .00 .00 .00 .00 .00 .00 Weight Lb /F 1.019 .749 .757 .517 .517 .517 .517 .517 .517 Final Sag Tension Ft Lb 17.87 15.69 16.78 11.55 12.07 12.61 13.76 14.98 16.24 7139. 5972. 5645. 5602. 5359. 5128. 4700.* 4319. 3985. Initial Sag Tension Ft, 17.87 15.53 16.57 11.35 11.83 12.34 13.41 14.55 15.74 Lb 7139. 6033. 5716. 5699. 5466. 5242. 4824. 4447. 4111. 1 ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA IConductor MALLARD SCL - Tower DU 0/50 Conductor 795.0 Kcmil Area= .7669 Sq. In Dia= 1.140 In IData from Chart No. 1 -757 English Units Span= 1000.0 Feet I Creep IS a Factor Design Points Temp Ice Wind F In Psf 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15. 32. 60. 0. 15. 30. 60. 90. 120. 167. .00 212. .00 .25 4.00 .25 .00 .00 13.40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 * Design Condition 30/19 Stranding ACSR Wt= 1.235 Lb /F RTS= NESC Medium Load Zone K Weight Lb /F Lb /F .20 1.955 .00 1.667 .00 1.774 .00 1.235 .00 1.235 .00 1.235 .00 1.235 .00 1.235 .00 1.235 .00 1.235 .00 1.235 Final Sag Tension Ft Lb 18.78 13038. 18.41 11340. 20.50 10839. 14.17 10908. 15.07 10258. 16.00 9664. 17.91 8635. 19.85 7794. 21.01 7366. 22.50 6881. 23.94 6467. 38400 Lb Initial Sag Tension Ft Lb 16.88 15.82 17.52 11.80 12.31 12.84 14.00 15.25 16.59 18.81 20.98 14500.* 13192. 12678. 13095. 12555. 12031. 11040. 10133. 9317. 8224. 7375. Tower Model %I pie lower wr..r.l 2f .1 :t.wra.Jx 44 t ; --7: CAI COMMONWEALTII ASSOCIATES INC. FCLIENT CALCULATION SHEET SHEET OF SUBJECT "lu, 0/ -so JOB NUMBER CALC. BY/DATE 2-Apo CHECKED BY/DATE REV. -11 I 27 ' Di , '7578;r i 1 . -A- 1 33 5 ..; • • A-A • i I A I - 2 '! ; 1 ; I 1 _jr_ ■ , i I , ; , • ' ..J(zc,,,>' t , I 1 E I ; I • ; . . I, 1 4/. • 1 1 1 ; ----D,I:.----.L -1-- - t----i-jELE---- - • ; _____ • .• •_____• ••______ ____..__•••• . 1 I I 1 1 I 1 1 ; 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET 7-CLIENT SHEET z OF 'N SUBJECT JOB NUMBER CALC. /D TE 5 2� OO WkS / CHECKED BY /DATE REV. I i 1 l j; l , 1 1 i, i I I 1 I, i i I' i. ; i, � I ; y r I L I 1 I -1 ,. {{ .!� jjI 1 i ' I, i ! i 1 gi I I I + G 17 I ! z�, CABL LOP f _ _._. ...__. I ®- ' TN1s �. - -�. 1 1 , IITP __ _ _LEG 1 1 ti � I ! e � � f i ! i ii.1 '114 ii l ! ll� ' ! )I! I ! 11 1 J\ I ; , 1 $!s4 f°f i , !�P f . , 1 i \I I 1-_ 1 ' 1_ I I i j i i i - T I i I 1 dam► 1 I 1 1 I 1 II I • i t I i I I I i!! i 1 i i i t I I, ! 'r•-- - r t ? I 3 , zZ, 4 13 I I 1 ! ! 1 I i I 1 I _ 7 ; : i I 3 + 4 1 �� ® f ! i i -- i 1 /1 1 ; i i ti 1 I 1 i I 1 1 „ j , 1 i l . ; l ,- -7 r--- 1- i 13,18 ! I ; I 1 .1 i I , i 1 I i 1- ; 1 . � ` ! 1 i i - ._..1_- - t i-I I i i ! I I i —i i -- - - +i -I I 1 Tower Analysis Stria r..r.liwr._..+• .27..1,773....a..4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOWER ANALYSIS AND DESIGN - (C) 1986 -1995, POWER LINE SYSTEMS, INC. * ** ANALYSIS IDENTIFICATION : Suspension Tower Type A with 25 Leg extension NOTES : SCL Tower DU 0/50 DATE AND TIME : 1:33:30 PM Friday, October 13, 2000 PROGRAM VERSION: : TOWER Version 4.60 LICENSED TO: : Commonwealth Associates, Inc. * ** Design code 'ASCE -10', * ** NONLINEAR ANALYSIS PERFORMED: ITERAM -1000, PMAXS- 0.0224809 (lbs), ASCORM- 0.0685218 (lbs /ft), * ** CLAMPS PROPERTIES CLAMP ATT. HOLDING NO. LABEL CAPACITY (LES) ' 1 15P 112404 2 16P 112404 3 16X 112404 4 17P 112404 5 17X 112404 6 18P 112404 7 18X 112404 8 10S 112404 9 102 112404 10 103 112404 11 11S 112404 12 112 112404 13 113 112404 14 12S 112404 15 13S 112404 16 14S 112404 DASAT - 68521.8 (lbs /ft), PWITER -3 * ** PLS -CADD DIRECT LINK DEFINITIONS ATT ATT. INSUL SET PHASE SET SEC NO. LABEL TYPE NO. NO. DESCRIPTION END 1 15P C 0 0 2 16P C 0 0 3 16X C 0 0 4 17P C 0 0 5 17X C 0 0 6 18P C 0 0 7 18X C 0 0 8 10S C 0 0 9 102 C 0 0 10 103 C 0 0 11 11S C 0 0 12 112 C 0 0 13 113 C 0 0 14 12S C 0 0 15 13S C 0 0 16 14S C 0 0 * ** JOINT DATA JT. JT. NO. LABEL X- COORD. Y- COORD. Z- COORD. X -DIR Y -DIR Z -DIR X -ROT Y -ROT Z -ROT MASTER (ft) (ft) (ft) 1 1P 3.00 3.00 90.00 0 2 11 3.00 -3.00 90.00 0 3 12 -3.00 -3.00 90.00 0 4 13 -3.00 3.00 90.00 0 5 9P 3.00 3.00 43.20 0 6 91 3.00 -3.00 43.20 0 7 92 -3.00 -3.00 43.20 0 8 93 -3.00 3.00 43.20 0 9 16P 0.00 13.67 84.20 0 10 16X 0.00 -13.67 84.20 0 11 17P 0.00 17.17 67.20 0 12 17X 0.00 -17.17 67.20 0 13 18P 0.00 13.67 50.20 • • 0 14 18X 0.00 -13.67 50.20 • • • • • • • • 0 15 23P 13.18 13.18 -25.00 FIXED FIXED FIXED . . 0 16 231 13.18 -13.18 -25.00 FIXED FIXED FIXED • . 0 17 232 -13.18 -13.18 -25.00 FIXED FIXED FIXED . . 0 18 233 -13.18 13.18 -25.00 FIXED FIXED FIXED • . 0 Commonwealth Associates, Inc. Page 1/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19 159 0.00 0.00 20 2S 3.00 3.00 21 21 3.00 -3.00 22 22 -3.00 -3.00 23 23 -3.00 3.00 24 3S 3.00 3.00 25 31 3.00 -3.00 26 32 -3.00 -3.00 27 33 -3.00 3.00 28 4S 3.00 3.00 29 41 3.00 -3.00 30 42 -3.00 -3.00 31 43 -3.00 3.00 32 5S 3.00 3.00 33 51 3.00 -3.00 34 52 -3.00 -3.00 35 53 -3.00 3.00 36 6S 3.00 3.00 37 61 3.00 -3.00 38 62 -3.00 -3.00 39 63 -3.00 3.00 40 7S 3.00 3.00 41 71 3.00 -3.00 42 72 -3.00 -3.00 43 73 -3.00 3.00 44 8S 3.00 3.00 45 81 3.00 -3.00 46 82 -3.00 -3.00 47 83 -3.00 3.00 48 10S 3.96 3.96 49 101 3.96 -3.96 50 102 -3.96 -3.96 51 103 -3.96 3.96 52 11S 4.99 4.99 53 111 4.99 -4.99 54 112 -4.99 -4.99 55 113 -4.99 4.99 56 12S 6.02 6.02 57 121 6.02 -6.02 58 122 -6.02 -6.02 59 123 -6.02 6.02 60 13S 7.58 7.58 61 131 7.58 -7.58 62 132 -7.58 -7.58 63 133 -7.58 7.58 64 14S 9.45 9.45 65 141 9.45 -9.45 66 142 -9.45 -9.45 67 143 -9.45 9.45 68 19S 6.02 0.00 69 19Y -6.02 0.00 70 20S 0.00 6.02 71 20X 0.00 -6.02 72 21S 9.45 0.00 73 21Y -9.45 0.00 74 22S 0.00 9.45 75 22X 0.00 -9.45 ." MATERIAL DATA MAT MAT TYPE DESCRIPT. 95.67 0 84.20 0 84.20 0 84.20 0 84.20 0 78.40 0 78.40 0 78.40 . . . . 0 78.40 . . 0 72.90 0 72.90 0 72.90 0 72.90 0 67.20 . . 0 67.20 0 67.20 0 67.20 0 61.40 0 61.40 0 61.40 0 61.40 0 55.90 0 55.90 0 55.90 0 55.90 0 50.20 . . 0 50.20 . . 0 50.20 0 50.20 0 36.80 . . . . 0 36.80 0 36.80 . . 0 36.80 0 29.90 0 29.90 0 29.90 0 29.90 0 23.00 0 23.00 . . 0 23.00 0 23.00 0 12.50 0 12.50 0 12.50 0 12.50 0 0.00 0 0.00 0 0.00 . . . . 0 0.00 . . 0 23.00 0 23.00 0 23.00 0 23.00 0 0.00 . . 0 0.00 . . . . 0 0.00 0 0.00 . . 0 MODULUS YIELD ULTIMATE MAT ELAS. STRESS STRESS DENSITY (ksi) (ksi) (ksi) (pcf) 7 A7 29000.0 33.000 34.667 490.0 ••' CONNECTION PROPERTIES BOLT BOLT TYPE DESCRIPT. BOLT HOLE SHEAR DIAMETER DIAM. CAP. (in) (in) (kip) 12 5/8 A7 -49T 0.6250 0.6875 7.982 `•• GROUP (OR MARK) ANGLE MEMBER PROPERTIES GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTS LABEL DESC. TYP LEG LEG THICK. WEIGHT AREA BIT RX RY RZ TYP FCR TY NO HOLES T C (in) (in) (in) (lbs /ft) (in'2) (in) (in) (in) (ksi) 1 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B 2 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B 3 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 8 4 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B Commonwealth Associates, Inc. Page 2/21 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 6 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 7 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 8 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 9 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 10 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 11 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 12 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 13 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 14 LEG SAE 5.00 X 5.00 X 0.3750 12.30 3.61 11.00 1.560 1.560 0.990 7 33.00 12 16 3.500 B 15 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 16 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 17 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 18 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 19 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 3 1.000 20 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 -0.769 0.491 7 33.00 12 3 1.000 21 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 3 1.000 22 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 7 33.00 12 5 1.000 L 23 XBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 4 2.000 L 24 XBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 12 3 1.000 25 KBR SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 7 33.00 12 3 1.000 26 KBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 3 1.000 S 27 TOP SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 28 TIE SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 29 TIE SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 30 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 12 2 1.000 31 XBR BAR 1.75 X 0.00 X 0.1875 1.12 0.33 9.33 0.054 0.054 0.054 7 33.00 12 1 1.000 T 32 XBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 1 1.000 33 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 34 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 35 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 36 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 4 1.000 B 37 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 4 1.000 B 38 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 39 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 40 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 41 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 42 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 43 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 44 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 45 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 T 46 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 3 1.000 T 47 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 T 48 KBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 2 1.000 S 50 HBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 B 51 HBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 12 2 1.000 B 52 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 16 3.500 B 53 KBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 7 33.00 12 2 1.000 S 54 PEAK SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 4 2.000 B 55 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 12 2 1.000 B *'• DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECC RES BRACING RATIOS SLEND. RATIOS LABEL DESC. LEG LEG THICK. FY NO JO JE LENGTH COMP TENS COD COD X -X Y -Y Z -Z L /RX L /RY L /RZ WARNINGS (in) (in) (in) (ksi) (ft) (kips) (kips) 1 LEG 3.50 X 3.50 X 0.2500 33 1 1P 2S 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 2 11 21 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 3 12 22 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 4 13 23 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 2 LEG 3.50 X 3.50 X 0.2500 33 5 2S 3S 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 6 21 31 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 7 22 32 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 8 23 33 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 3 LEG 3.50 X 3.50 X 0.2500 33 9 3S 4S 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 10 31 41 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 11 32 42 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 12 33 43 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 4 LEG 3.50 X 3.50 X 0.2500 33 13 4S 5S 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 14 41 51 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 15 42 52 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 16 43 53 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 5 LEG 5.00 X 5.00 X 0.3125 33 17 50 6S 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 18 51 61 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 19 52 62 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 20 53 63 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 6 LEG 5.00 X 5.00 X 0.3125 33 21 6S 7S 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 22 61 71 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 23 62 72 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 24 63 73 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 7 LEG 5.00 X 5.00 X 0.3125 33 25 7S 8S 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 26 71 81 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 27 72 82 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 Commonwealth Associates, Inc. Page 3/21 28 73 83 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 8 LEG 5.00 X 5.00 X 0.3125 33 29 8S 9P 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 30 81 91 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 31 82 92 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 32 83 93 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 9 LEG 5.00 X 5.00 X 0.4375 33 33 9P 105 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 34 91 101 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 35 92 102 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 36 93 103 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 10 LEG 5.00 X 5.00 X 0.4375 33 37 105 11S 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 38 101 111 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 39 102 112 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 40 103 113 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 11 LEG 5.00 X 5.00 X 0.4375 33 41 11S 12S 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 42 111 121 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 43 112 122 7.1 108.65103.20 1- 3 1.00 1.00 1.00 55 55 86 44 113 123 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 12 LEG 5.00 X 5.00 X 0.4375 33 45 12S 13S 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 46 121 131 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 47 122 132 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 48 123 133 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 13 LEG 5.00 X 5.00 X 0.4375 33 49 13S 14S 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 50 131 141 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 51 132 142 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 52 133 143 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 15 XBR 2.00 X 2.00 X 0.1875 33 53 1P 21 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 54 11 2S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 55 12 23 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 56 13 22 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 57 `1P 23 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 58 11 22 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 59 12 21 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 60 13 2S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 16 XBR 2.00 X 2.00 X 0.1875 33 61 2S 31 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 62 21 3S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 63 22 33 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 64 23 32 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 65 2S 33 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 66 21 32 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 67 22 31 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 68 23 3S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 17 XBR 2.00 X 2.00 X 0.1875 33 69 3S 41 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 70 31 4S 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 71 32 43 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 72 33 42 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 73 3S 43 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 74 31 42 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 75 32 41 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 76 33 4S 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 18 XBR 2.00 X 2.00 X 0.1875 33 77 4S 51 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 78 41 5S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 79 42 53 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 80 43 52 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 81 4S 53 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 82 41 52 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 83 42 51 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 84 43 5S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 19 XBR 2.50 X 2.50 X 0.2500 33 85 5S 61 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 86 51 6S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 87 52 63 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 88 53 62 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 89 5S 63 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 90 51 62 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 91 52 61 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 92 53 6S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 20 XBR 2.50 X 2.50 X 0.2500 33 93 6S 71 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 94 61 7S 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 95 62 73 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 96 63 72 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 97 6S 73 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 98 61 72 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 99 62 71 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 100 63 7S 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 21 XBR 2.50 X 2.50 X 0.2500 33 101 7S 81 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 102 71 8S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 103 72 83 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 104 73 82 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 105 7S 83 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 106 71 82 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 107 72 81 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 108 73 8S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 22 XBR 3.50 X 3.00 X 0.2500 33 109 8S 91 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 110 81 9P 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 111 82 93 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 Commonwealth Associates, Inc. Page 4/21 112 83 92 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 113 8S 93 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 114 81 92 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 115 82 91 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 116 83 9P 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 23 XBR 3.50 X 3.00 X 0.1875 33 117 9P 101 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 118 91 10S 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 119 92 103 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 120 93 102 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 121 9P 103 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 122 91 102 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 123 92 101 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 124 93 10S 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 24 XBR 3.00 X 3.00 X 0.1875 33 125 10S 111 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 126 101 11S 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 127 102 113 11.3 18.28 18.28 2- 2 0.78 0.57 0.57 113 83 130 128 103 112 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 129 10S 113 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 130 101 112 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 131 102 111 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 132 103 11S 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 25 KBR 3.00 X 3.00 X 0.2500 33 133 11S 19S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 134 111 19S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 135 112 19Y 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 136 113 19Y 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 137 11S 20S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 138 111 20X 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 139 112 20X 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 140 113 20S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 26 KBR 3.50 X 3.00 X 0.1875 33 141 19S 13S 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 142 19S 131 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 143 19Y 132 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 144 19Y 133 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 145 20S 13S 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 146 20X 131 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 147 20X 132 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 148 20S 133 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 27 TOP 2.00 X 2.00 X 0.1875 33 149 1P 13 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 150 11 12 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 151 1P 11 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 152 13 12 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 28 TIE 1.75 X 1.75 X 0.1875 33 153 4S 41 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 154 43 42 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 29 TIE 1.75 X 1.75 X 0.1875 33 155 7S 71 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 156 73 72 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 30 HBR 2.50 X 2.50 X 0.1875 33 157 9P 93 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 158 91 92 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 159 9P 91 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 160 93 92 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 31 XBR 1.75 X 0.00 X 0.1875 33 161 1P 12 8.5 0.05 5.92 2 1 0.50 0.75 0.50 943 1414 943 L/R > 200 162 11 13 8.5 0.05 5.92 2 1 0.50 0.75 0.50 943 1414 943 L/R > 200 32 XBR 1.75 X 1.75 X 0.1875 33 163 9P 92 8.5 6.09 6.09 2 1 0.75 0.50 0.50 142 95 148 164 91 93 8.5 6.09 6.09 2 1 0.75 0.50 0.50 142 95 148 33 ARM 3.50 X 2.50 X 0.2500 33 165 2S 21 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 166 23 22 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 34 ARM 3.50 X 2.50 X 0.2500 33 167 2S 16P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 168 21 16X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 169 22 16X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 170 23 16P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 35 AXBR 1.75 X 1.75 X 0.1875 33 171 2S 22 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 172 21 23 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 36 ARM 3.50 X 3.50 X 0.2500 33 173 5S 51 6.0 31.93 31.93 3 3 1.00 1.00 1.00 66 66 104 174 53 52 6.0 31.93 31.93 3 3 1.00 1.00 1.00 66 66 104 37 ARM 3.50 X 3.50 X 0.2500 33 175 5S 17P 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 176 51 17X 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 177 52 17X 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 178 53 17P 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 38 AXBR 1.75 X 1.75 X 0.1875 33 179 5S 52 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 180 51 53 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 39 ARM 3.50 X 2.50 X 0.2500 33 181 8S 81 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 182 83 82 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 40 ARM 3.50 X 2.50 X 0.2500 33 183 8S 18P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 184 81 18X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 185 82 18X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 186 83 18P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 41 AXBR 1.75 X 1.75 X 0.1875 33 187 8S 82 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 188 81 83 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 42 ABR 3.00 X 2.00 X 0.1875 33 189 2S 23 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 190 21 22 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 43 ABR 3.00 X 2.00 X 0.1875 33 191 5S 53 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 192 51 52 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 44 ABR 3.00 X 2.00 X 0.1875 33 193 8S 83 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 194 81 82 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 45 FING 2.00 X 2.00 X 0.1875 33 195 1P 16P 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 Commonwealth Associates, Inc. Page 5/21 196 11 16X 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 197 12 16X 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 198 13 16P 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 46 IOJG 2.00 X 2.00 X 0.1875 33 199 4S 17P 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 200 41 17X 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 201 42 17X 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 202 43 17P 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 47 HNG 2.00 X 2.00 X 0.1875 33 203 7S 18P 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 204 71 18X 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 205 72 18X 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 206 73 18P 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 48 KBR 3.50 X 3.00 X 0.1875 33 207 21S 13S 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 208 21S 131 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 209 21Y 132 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 210 21Y 133 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 211 22S 13S 14.7 10.91 12.19 3- 2 0.50 1.00 0.50 79 194 140 212 22X 131 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 213 22X 132 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 214 22S 133 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 50 HBR 2.00 X 2.00 X 0.1875 33 215 12S 19S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 216 121 19S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 217 122 19Y 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 218 123 19Y 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 219 12S 20S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 220 121 20X 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 221 122 20X 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 222 123 20S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 55 HBR 2.50 X 2.50 X 0.1875 33 223 14S 21S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 224 141 21S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 225 142 21Y 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 226 143 21Y 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 227 14S 22S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 228 141 22X 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 229 142 22X 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 230 143 22S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 52 LEG 5.00 X 5.00 X 0.4375 33 231 14S 23P 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 232 141 231 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 233 142 232 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 234 143 233 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 53 KBR 3.50 X 3.00 X 0.2500 33 235 23P 21S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 236 231 21S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 237 232 21Y 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 238 233 21Y 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 239 23P 22S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 240 231 22X 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 241 232 22X 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L /11'> 225 242 233 22S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 54 PEAK 2.50 X 2.50 X 0.2500 33 243 1P 159 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 244 11 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 245 12 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 246 13 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 ••• TOWER DEAD LOAD AND DRAG AREAS JT. JT. UNFACTORED DRAG AREA NO. LABEL DEAD LOAD X -DIR. Y -DIR. (kip) (ft "2) (ft "2) 1 1P 0.104 5.802 5.218 2 11 0.104 5.802 5.218 3 12 0.104 5.802 5.218 4 13 0.104 5.802 5.218 5 9P 0.238 10.695 10.695 6 91 0.238 10.695 10.695 7 92 0.238 10.695 10.695 8 93 0.238 10.695 10.695 9 169 0.102 6.418 2.454 10 16X 0.102 6.418 2.454 11 17P 0.146 8.346 2.436 12 17X 0.146 8.346 2.436 13 18P 0.102 6.409 2.436 14 18X 0.102 6.409 2.436 15 23P 0.000 0.000 0.000 16 231 0.000 0.000 0.000 17 232 0.000 0.000 0.000 18 233 0.000 0.000 0.000 19 15P 0.070 3.340 3.340 20 2S 0.161 8.647 7.093 21 21 0.161 8.647 7.093 22 22 0.161 8.647 7.093 23 23 0.161 8.647 7.093 24 3S 0.088 4.954 4.954 25 31 0.088 4.954 4.954 26 32 0.088 4.954 4.954 Commonwealth Associates, Inc. Page 6/21 27 33 0.088 4.954 4.954 28 4S 0.117 7.056 5.589 29 41 0.117 7.056 5.589 30 42 0.117 7.056 5.589 31 43 0.117 7.056 5.589 32 52 0.214 10.070 7.878 33 51 0.214 10.070 7.878 34 52 0.214 10.070 7.878 35 53 0.214 10.070 7.878 36 6S 0.151 6.560 6.560 37 61 0.151 6.560 6.560 38 62 0.151 6.560 6.560 39 63 0.151 6.560 6.560 40 7S 0.176 8.319 7.183 41 71 0.176 8.319 7.183 42 72 0.176 8.319 7.183 43 73 0.176 8.319 7.183 44 8S 0.251 11.669 10.115 45 81 0.251 11.669 10.115 46 82 0.251 11.669 10.115 47 83 0.251 11.669 10.115 48 10S 0.213 9.259 9.259 49 101 0.213 9.259 9.259 50 102 0.213 9.259 9.259 51 103 0.213 9.259 9.259 52 11S 0.222 8.909 8.909 53 111 0.222 8.909 8.909 54 112 0.222 8.909 8.909 55 113 0.222 8.909 8.909 56 12S 0.170 5.208 5.208 57 121 0.170 5.208 5.208 58 122 0.170 5.208 5.208 59 123 0.170 5.208 5.208 60 13S 0.336 15.321 15.321 61 131 0.336 15.321 15.321 62 132 0.336 15.321 15.321 63 133 0.336 15.321 15.321 64 14S 0.364 11.104 11.104 65 141 0.364 11.104 11.104 66 142 0.364 11.104 11.104 67 143 0.364 11.104 11.104 68 19S 0.131 8.636 6.051 69 19Y 0.131 8.636 6.051 70 20S 0.131 6.051 8.636 71 20X 0.131 6.051 8.636 72 21S 0.291 18.095 13.823 73 21Y 0.291 18.095 13.823 74 22S 0.291 13.823 18.095 75 22X 0.291 13.823 18.095 TOTAL 13.679 633.194 571.553 + +* VECTOR LOADS FROM FILE M: \PLS \TOWER \CLIENTS \USWEST \A1 25 \SEADU050 1.1ca DEAD STRENGTH + WIND DESCRIPTION - - -+ USE LC LOAD REDUCT. +- FACT.PRESS.+ +- VELOCITY - -+ FOR NO. DESCRIPTION FACT. FACT. TRAN. LONG. TRAN. LONG. (PSF) (PSF) (MPH) (MPH) 1 1 NESC MEDIUM 1.500 1.000 16.00 0.00 79 0 11001001111 2 2 EXTREME WIND 1.250 1.000 34.90 0.00 117 0 11001001111 3 3a TR &TL LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 4 3b TR&MR LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 5 3c ML&MR LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 6 3d BL&BR LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 7 3e MR &BR LC 93 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 Use for column definition proceeding from left to right Steel towers and poles Wood poles - Strength factor - 1 Wood poles - Strength factor .65 Wood poles - Strength factor - .25 Concrete Poles - Ultimate Concrete Poles- First crack Concrete Poles - Zero tension Guys Arms Braces Insulators + WIRE LOADS + + WIRE LOADS ON INSULATORS TRANSFERRED TO + LC INSUL LOAD FORCE LOAD FORCE LOAD FORCE OR MOMENT N0. DESCRIPTION TYPE POINT VERT. TRANS. LONGIT. POINT VERT. TRANS. LONGIT. POINT VERT. TRANS. LONGIT. (KIPS) (KIPS) (KIPS or FT -K) Commonwealth Associates, Inc. Page 7/21 1 1 NESC MEDIUM C 15P 0.888 0.746 0.000 C 16P 2.055 1.230 0.000 C 16X 2.055 1.230 0.000 C 17P 2.055 1.230 0.000 C 17X 2.055 1.230 0.000 C 18P 2.055 1.230 0.000 C 18X 2.055 1.230 0.000 C 10S 0.440 0.135 0.000 C 102 0.427 0.134 0.000 C 103 0.427 0.134 0.000 C 11S 0.440 0.135 0.000 C 112 0.427 0.134 0.000 C 113 0.427 0.134 0.000 C 12S 0.064 0.083 0.000 C 13S 0.076 0.099 0.000 C 14S 0.152 0.198 0.000 2 2 EXTREME WIND C 15P 0.460 0.755 0.000 C 16P 1.308 1.977 0.000 C 16X 1.308 1.977 0.000 C 17P 1.308 1.977 0.000 C 17X 1.308 1.977 0.000 C 18P 1.308 1.977 0.000 C 18X 1.308 1.977 0.000 C 10S 0.365 0.350 0.000 C 102 0.349 0.422 0.000 C 103 0.349 0.422 0.000 C 11S 0.365 0.350 0.000 C 112 0.349 0.422 0.000 C 113 0.349 0.42E 0.000 C 12S 0.053 0.147 0.000 C 13S 0.063 0.175 0.000 C 14S 0.126 0.349 0.000 3 3a TR &TL LC #3 NESC C 15P 0.740 0.522 0.000 C 16P 1.036 0.407 9.000 C 16X 1.036 0.407 9.000 C 17P 1.713 0.861 0.000 C 17X 1.713 0.861 0.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0.000 C 10S 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C 11S 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 4 3b TR&MR LC #3 NESC C 15P 0.740 0.522 0.000 C 16P 1.036 0.407 9.000 C 16X 1.713 0.861 0.000 C 17P 1.036 0.407 9.000 C 17X 1.713 0.861 0.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0.000 C 10S 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C 11S 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 5 3c ML&MR LC #3 NESC C 15P 0.740 0.522 0.000 C 16P 1.713 0.861 0.000 C 16X 1.713 0.861 0.000 C 17P 1.036 0.407 9.000 C 17X 1.036 0.407 9.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0.000 C IOS 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C 11S 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 6 3d BL &BR LC #3 NESC C 1SP 0.740 0.522 0.000 C 16P 1.713 0.861 0.000 C 16X 1.713 0.861 0.000 Commonwealth Associates, Inc. Page 8/21 C 17P 1.713 0.861 0.000 C 17X 1.713 0.861 0.000 C 189 1.036 0.407 9.000 C 18X 1.036 0.407 9.000 C 10S 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C 11S 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 7 3e MR&BR LC #3 NESC C 15P 0.740 0.522 0.000 C 169 1.713 0.861 0.000 C 16X 1.713 0.861 0.000 C 17P 1.036 0.407 9.000 C 17X 1.713 0.861 0.000 C 18P 1.036 0.407 9.000 C 18X 1.713 0.861 0.000 C 10S 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 - 0.349 0.067 0.000 C 11S 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 MEMBER FORCES FOR ALL LOADING CONDITIONS (kip) POSITIVE FOR TENSION- NEGATIVE FOR COMPRESSION + - -- GROUP - - -+ MEM + LABEL DESC. NO. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 1 LEG 1 -1.950 -1.611 0.063 -0.457 -1.543 -1.544 -0.970 2 -0.720 -0.114 0.929 -0.002 -0.682 -0.684 -1.229 3 -0.721 -0.115 -1.607 -1.904 -0.688 -0.684 -0.138 4 -1.949 -1.610 -2.475 -1.329 -1.545 -1.543 -2.119 2 LEG 5 -3.353 -3.640 -6.103 -4.194 -2.612 -2.562 -2.591 6 0.209 1.523 -4.005 -2.468 -0.121 -0.071 -0.351 7 0.208 1.521 4.173 0.895 -0.042 -0.065 0.178 8 -3.351 -3.638 2.077 1.210 -2.532 -2.553 -2.520 3 LEG 9 -6.151 -7.784 - 16.599 -9.950 -4.565 -4.583 -5.696 10 2.078 5.007 - 12.192 -5.752 1.181 1.171 2.652 11 2.076 5.004 14.006 6.345 1.199 1.185 -0.264 12 -6.149 -7.781 9.610 3.423 -4.550 -4.563 -3.449 4 LEG 13 -8.699 - 11.391 - 24.300 - 13.737 -4.725 -6.465 -5.233 14 3.197 7.647 - 18.074 -6.874 3.593 1.854 3.499 15 3.194 7.642 20.390 7.788 0.727 1.874 -0.507 16 -8.695 - 11.388 14.171 4.958 -7.587 -6.435 -6.329 5 LEG 17 - 12.091 - 16.732 - 36.795 - 23.356 - 11.938 -8.899 -9.618 18 5.639 12.250 - 27.331 - 14.679 0.033 3.493 0.591 19 5.647 12.270 32.136 17.498 7.201 3.490 4.565 20 - 12.099 - 16.754 22.654 11.270 -4.800 -8.922 -5.659 6 LEG 21 - 17.212 - 24.735 - 48.602 - 33.983 - 25.076 - 12.620 - 17.276 22 9.262 19.169 - 34.077 - 23.348 -7.908 5.867 -1.845 23 9.294 19.238 42.791 30.159 19.245 6.069 11.617 24 - 17.244 - 24.807 28.196 15.599 1.996 - 12.502 -4.925 7 LEG 25 - 21.259 - 31.170 - 56.705 - 43.217 - 34.117 - 13.567 - 22.578 26 12.051 24.752 - 38.133 - 27.403 - 12.999 9.693 -1.664 27 12.110 24.880 49.823 37.311 27.198 6.553 14.240 28 - 21.317 - 31.300 31.034 19.413 5.902 - 16.846 -4.043 8 LEG 29 - 22.615 - 34.631 - 60.816 - 48.980 - 40.382 - 18.590 - 28.152 30 14.976 29.172 - 39.511 - 29.552 - 16.819 7.235 -6.195 31 15.095 29.373 55.281 43.828 34.740 12.825 22.348 32 - 22.747 - 34.856 33.472 23.189 10.783 - 13.291 0.378 9 LEG 33 - 32.346 - 48.933 - 79.127 - 66.644 - 57.654 - 36.286 - 44.435 34 20.057 40.778 - 48.556 - 38.047 - 24.782 -1.112 - 15.103 35 20.195 40.822 69.558 57.631 48.152 26.825 36.839 36 - 32.430 - 48.882 38.583 27.836 14.935 -8.637 3.608 10 LEG 37 - 31.256 - 48.157 - 72.212 - 62.382 - 55.202 - 38.128 - 44.826 38 18.716 38.376 - 42.537 - 34.278 - 23.731 -4.872 - 15.956 39 18.439 37.896 62.389 52.808 45.348 28.260 36.149 40 - 31.258 - 47.769 33.027 24.429 14.122 -4.826 5.115 11 LEG 41 - 33.158 - 50.145 - 68.898 - 61.811 - 56.622 - 44.371 - 49.291 42 18.399 40.222 - 37.542 - 31.571 - 24.036 - 10.552 - 18.341 43 18.035 39.866 56.753 49.914 44.545 32.362 37.916 44 - 33.320 - 50.104 25.873 19.815 12.321 -1.215 6.048 12 LEG 45 - 33.453 - 50.362 - 69.136 - 62.053 - 56.861 - 44.612 - 49.534 46 18.104 39.928 - 37.745 - 31.776 - 24.246 - 10.773 - 18.555 47 17.741 39.573 56.448 49.619 44.261 32.097 37.641 48 - 33.551 - 50.267 25.629 19.574 12.095 -1.425 5.824 Commonwealth Associates, Inc. Page 9/21 13 LEG 49 - 33.351 52.474 - 62.352 - 57.820 - 54.379 - 46.397 - 49.807 50 17.355 39.415 31.329 - 27.395 - 22.475 - 13.616 - 18.567 51 17.302 39.500 49.577 45.070 41.698 33.772 37.186 52 - 33.553 52.715 18.333 14.485 9.618 0.865 5.750 15 XBR 53 0.412 0.569 -1.185 -1.058 0.278 0.290 0.010 54 -0.382 -0.553 -1.739 -0.488 -0.277 -0.266 -0.020 55 -0.382 -0.553 1.189 0.829 -0.267 -0.264 -0.516 56 0.412 0.568 1.744 0.636 0.288 0.291 0.562 57 -0.315 -0.246 0.227 0.701 -0.242 -0.254 -0.386 58 -0.199 -0.089 0.298 -0.573 -0.161 -0.173 -0.034 59 -0.199 -0.089 -0.526 0.128 -0.169 -0.175 -0.309 60 -0.315 -0.246 -0.597 -1.024 -0.252 -0.257 -0.115 16 XBR 61 0.978 2.038 -0.068 -6.564 0.764 0.621 1.419 62 -1.898 -2.633 -1.450 5.971 -1.245 -1.390 -1.634 63 -1.898 -2.633 -0.594 -8.372 -1.328 -1.389 -1.042 64 0.978 2.037 0.781 7.700 0.682 0.621 _ -0.079 65 -0.010 -0.214 6.304 10.140 -0.048 0.027 0.483 66 0.431 0.478 6.539 -3.648 0.258 0.335 -0.214 67 0.431 0.478 -5.950 4.149 0.238 0.329 0.830 68 -0.010 -0.214 -6.190 - 10.118 -0.067 0.020 -0.541 17 XBR 69 1.972 2.820 1.446 -5.824 1.311 1.441 1.662 70 -1.064 -2.232 -0.060 6.308 -0.811 -0.682 -1.467 71 -1.064 -2.232 -0.750 -7.591 -0.768 -0.681 0.004 72 1.971 2.819 0.747 8.326 1.355 1.441 1.108 73 0.012 0.223 6.066 9.913 0.069 -0.020 0.534 74 -0.446 -0.498 5.821 -4.091 -0.247 -0.341 -0.825 75 -0.446 -0.497 -6.436 3.534 -0.262 -0.347 0.188 76 0.012 0.223 -6.189 -9.949 0.055 -0.028 -0.470 18 XBR 77 1.613 2.779 -2.118 -8.238 -0.672 1.115 -2.408 78 -1.702 -2.863 -3.807 3.081 -2.994 -1.204 0.155 79 -1.701 -2.862 2.156 -4.024 0.457 -1.200 -1.445 80 1.612 2.778 3.848 8.950 2.768 1.115 3.370 81 -0.844 -.0.791 5.546 10.211 -0.050 -0.661 1.336 82 -0.328 0.024 5.825 -3.286 0.307 -0.301 -0.588 83 -0.328 0.024 -6.537 2.499 -0.617 -0.309 -0.079 84 -0.844 -0.791 -6.811 - 11.061 -0.971 -0.670 -2.311 19 XBR 85 2.087 4.233 0.823 - 15.946 -0.071 1.439 -7.884 86 -3.362 -5.065 -2.357 13.840 -3.248 -2.365 6.517 . 87 -3.370 -5.083 -1.856 - 18.097 -0.810 -2.297 - 10.955 88 2.096 4.251 1.328 18.186 2.387 1.529 10.528 89 -0.216 -0.593 6.226 21.573 6.110 -0.195 11.720 90 0.678 0.870 6.712 -8.747 6.697 0.433 -5.219 91 0.669 0.852 -5.831 9.509 -5.797 0.406 6.104 92 -0.207 -0.574 -6.302 - 21.662 -6.370 -0.198 - 12.063 20 XBR 93 3.409 5.241 2.192 - 13.741 3.079 2.419 -6.438 94 -2.204 -4.470 -1.113 15.331 -0.226 -1.501 7.501 95 -2.213 -4.488 -1.181 - 17.793 -2.184 -1.666 - 10.345 96 3.418 5.259 2.138 18.043 1.133 2.277 10.928 97 0.164 0.524 6.093 21.130 6.192 0.172 11.788 98 -0.658 -0.819 5.660 -9.387 5.661 -0.395 -6.001 99 -0.666 -0.837 -6.601 8.494 -6.577 -0.411 5.088 100 0.173 0.542 -6.131 - 21.179 -6.022 0.178 - 11.512 21 XBR 101 2.820 5.163 -2.587 - 15.496 -0.302 -0.128 -8.370 102 -3.252 -5.487 -6.170 9.029 -3.901 -4.370 3.718 103 -3.264 -5.516 2.269 - 12.975 0.013 -0.380 -7.216 104 2.831 5.189 5.930 18.849 3.664 3.877 11.039 105 -0.916 -1.021 5.570 20.155 5.373 -0.114 11.682 106 -0.092 0.343 6.049 -8.595 5.925 0.466 -4.690 107 -0.100 0.327 -6.466 8.100 -6.272 -0.467 4.319 108 -0.908 -1.004 -6.875 - 21.462 -6.786 -1.025 - 12.746 22 XBR 109 3.067 6.806 - 10.309 - 25.439 -5.127 -1.642 - 21.562 110 -5.907 -8.896 - 15.865 4.523 - 10.689 -7.210 9.708 111 -5.935 -8.918 7.982 - 12.429 2.828 -0.407 - 17.550 112 3.109 6.854 13.644 28.757 8.478 5.239 25.039 113 -5.570 -8.588 3.458 21.349 3.256 2.937 20.338 114 4.042 7.670 9.051 -8.824 9.345 9.493 -7.837 115 4.007 7.634 -4.712 12.799 -4.466 -4.297 12.267 116 -5.535 -8.551 - 10.182 - 27.705 - 10.452 - 10.790 - 27.269 23 XBR 117 -0.503 -0.654 0.021 - 13.463 0.189 0.524 - 13.099 118 1.039 1.302 0.476 14.323 1.132 1.957 14.919 119 1.050 1.428 0.852 - 13.409 0.466 -0.052 - 13.802 120 -0.594 -0.926 0.206 13.832 -0.610 -1.556 12.926 121 0.523 0.255 -5.119 11.004 -0.617 3.893 15.647 122 -0.518 -1.449 -5.928 - 17.542 -1.329 3.267 - 13.057 123 -0.468 -1.250 5.221 16.725 0.745 -3.741 12.365 124 0.471 0.052 5.865 - 10.295 1.332 -3.205 - 14.932 24 XBR 125 -0.669 -0.446 -0.712 - 10.637 -1.098 -1.555 - 10.948 126 0.103 0.052 -0.609 9.108 -0.638 -0.734 8.949 127 -0.053 -0.284 0.051 -9.848 0.480 0.965 -9.343 128 -0.675 -0.453 -0.103 10.051 0.018 0.200 10.142 129 -0.741 -0.432 -4.568 7.057 -1.275 2.011 10.415 130 0.491 1.372 -3.785 - 12.047 -0.511 2.762 -8.858 131 0.457 1.459 4.262 12.604 0.965 -2.336 9.371 132 -0.776 -0.576 3.348 -8.248 0.122 -3.117 - 11.567 Commonwealth Associates, Inc. Page 10/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 25 KBR 133 0.101 0.678 0.837 -8.860 0.846 0.889 -8.752 134 0.493 0.086 0.812 10.739 1.137 1.497 10.987 135 0.215 -0.584 -0.553 - 10.718 -0.556 -0.597 - 10.685 136 0.255 1.116 -0.202 9.698 -0.561 -0.956 9.274 137 0.757 0.551 -3.593 8.024 -0.300 3.004 11.418 138 -0.689 -1.944 -4.538 12.874 -1.205 2.127 -9.614 139 -0.815 -1.930 3.657 11.921 0.360 -2.940 8.707 140 0.723 0.410 4.715 -6.979 1.378 -1.954 - 10.375 26 KBR 141 -0.129 -1.071 0.449 10.316 0.756 1.096 10.544 142 0.484 1.634 1.007 -8.620 1.034 1.096 -8.493 143 0.575 1.953 0.052 9.844 -0.315 -0.720 9.415 144 -0.343 -1.621 -1.008 - 11.065 -1.003 -1.034 - 11.027 145 0.602 0.292 4.447 -7.156 1.172 -2.098 - 10.484 146 -0.922 -2.002 3.271 11.509 0.066 -3.138 8.382 147 -0.799 -2.017 -4.328 12.622 -1.093 2.140 -9.460 148 0.619 0.420 -3.532 7.980 -0.307 2.932 11.308 27 TOP 149 -0.244 -0.047 -0.027 -0.188 -0.242 -0.236 -0.241 150 -0.728 -0.597 -0.358 -0.611 -0.580 -0.575 -0.577 151 1.906 1.222 1.009 1.098 1.594 1.590 1.594 152 1.906 1.222 0.932 1.314 1.597 1.591 1.591 28 TIE 153 2.493 1.632 4.040 0.918 1.095 2.083 -0.047 154 2.493 1.632 0.079 2.460 1.589 2.083 3.486 29 TIE 155 1.755 1.147 4.679 3.584 2.663 1.237 0.836 156 1.755 1.148 -1.830 -0.705 0.249 0.714 1.604 30 HBR 157 -1.297 -1.589 -0.938 -0.896 -0.904 -0.848 -0.846 158 0.774 1.886 0.395 0.410 0.414 0.474 0.429 159 -0.079 -0.225 -1.132 -1.158 -1.143 -0.239 -0.820 160 -0.053 -0.176 0.808 0.895 0.946 0.019 0.615 31 XBR 161 0.328 0.208 0.180 0.000 0.274 0.274 0.259 162 0.328 0.208 0.180 0.746 0.274 0.274 0.288 32 XBR 163 -0.141 -0.127 -0.253 -0.235 -0.190 -0.134 -0.800 164 -0.084 0.091 -0.045 -0.022 -0.046 -0.070 0.586 33 ARM 165 -1.619 -1.043 - 14.305 -7.924 -1.457 -1.354 -1.518 166 -1.619 -1.043 12.867 5.657 -1.379 -1.347 -1.248 34 ARM 167 -1.436 -0.279 - 16.371 - 16.258 -1.299 -1.293 -1.199 168 -2.765 -2.432 - 16.828 -1.961 -2.227 -2.221 -2.279 169 -2.765 -2.432 14.327 -2.471 -2.206 -2.213 -2.155 170 -1.436 -0.279 14.778 14.775 -1.278 -1.284 -1.379 35 AXBR 171 -0.113 -0.071 -0.059 -3.590 -0.091 -0.094 -0.791 172 -0.113 -0.071 -0.058 3.434 -0.092 -0.094 0.605 36 ARM 173 -2.231 -1.446 0.402 -7.197 - 18.555 -1.918 -8.504 174 -2.231 -1.446 -4.225 4.137 16.458 -1.945 5.385 37 ARM 175 -2.217 -0.806 -2.043 - 20.904 - 21.452 -1.947 - 18.379 176 -3.529 -2.933 -2.958 0.602 - 21.904 -2.864 -1.876 177 -3.529 -2.935 -2.752 -6.309 18.466 -2.847 -3.833 178 -2.216 -0.806 -1.836 18.551 18.914 -1.929 15.929 38 AXBR 179 -0.089 -0.048 -0.097 -5.442 -0.039 -0.068 -5.324 180 -0.098 -0.067 -0.087 5.292 -0.051 -0.080 5.194 39 ARM 181 -1.119 -0.653 9.634 7.131 4.343 - 11.566 -2.235 182 -1.122 -0.660 - 11.559 -9.102 -6.307 10.807 0.721 40 ARM 183 -1.470 -0.295 -1.372 -3.131 -1.704 - 16.350 - 16.479 184 -2.806 -2.468 -2.305 -0.472 -2.639 - 16.813 0.767 185 -2.804 -2.461 -2.194 -4.035 -1.860 14.130 -5.266 186 -1.472 -0.302 -1.264 0.478 -0.931 14.585 14.816 41 AXBR 187 0.208 0.146 0.131 -0.418 0.148 0.198 -3.267 188 0.184 0.130 0.142 0.690 0.140 0.167 3.571 42 ABR 189 0.704 0.455 0.329 0.335 0.632 0.584 0.617 190 0.666 0.435 0.232 0.632 0.608 0.557 0.572 43 ABR 191 1.313 1.243 0.943 0.592 0.738 1.090 0.751 192 0.522 -0.038 0.557 0.607 0.120 0.538 0.537 44 ABR 193 4.500 6.321 2.841 2.720 3.068 3.037 2.698 194 -1.963 -4.699 -0.843 -0.697 -1.005 -1.501 -0.867 45 HNG 195 2.371 1.530 0.000 0.000 1.972 1.977 1.888 196 2.372 1.530 0.000 1.677 1.972 1.977 2.055 197 2.372 1.530 2.327 2.280 1.986 1.981 1.903 198 2.371 1.530 2.328 2.380 1.985 1.980 2.070 46 HNG 199 3.085 2.005 2.640 -0.491 0.000 2.572 -3.218 200 3.091 2.015 2.643 -1.174 0.000 2.576 1.510 201 3.092 2.016 2.514 6.329 3.236 2.581 3.646 202 3.084 2.004 2.510 3.650 3.229 2.575 6.458 47 HNG 203 2.402 1.548 2.034 4.029 2.418 0.000 0.200 204 2.408 1.561 2.039 0.000 2.423 0.000 -1.402 205 2.405 1.553 1.976 4.024 1.592 2.519 5.417 206 2.405 1.555 1.977 0.000 1.594 2.515 2.283 48 KBR 207 0.371 1.613 -0.275 -7.382 -0.502 -0.732 -7.541 208 -0.875 -2.108 -1.318 5.695 -1.337 -1.359 5.612 209 -0.941 -2.337 0.136 -7.115 0.254 0.414 -6.931 210 0.388 1.750 1.279 8.442 1.121 1.010 8.260 211 -0.760 -0.523 -3.522 4.878 -1.144 1.233 7.302 212 0.748 1.913 -2.559 -8.519 -0.190 2.183 -6.210 213 0.658 1.923 3.328 9.309 0.940 -1.445 6.972 214 -0.754 -0.599 2.368 -5.996 0.010 -2.355 -8.424 50 HBR 215 0.236 0.492 0.196 0.205 0.198 0.198 0.209 216 -0.251 -0.524 -0.046 -0.086 -0.065 -0.086 -0.111 Commonwealth Associates, Inc. Page 11/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 217 -0.250 -0.525 -0.401 -0.303 -0.342 -0.293 -0.253 218 0.164 0.353 -0.058 -0.109 -0.008 0.030 -0.059 219 0.055 0.139 0.066 0.036 0.064 0.051 0.022 220 -0.145 -0.271 0.023 0.045 -0.006 -0.047 0.016 221 -0.143 -0.270 -0.329 -0.357 -0.243 -0.167 -0.275 222 0.064 0.146 -0.118 -0.049 -0.050 0.007 0.011 55 HBR 223 0.404 0.930 0.241 0.240 0.247 0.247 0.242 224 -0.433 -0.807 -0.227 -0.245 -0.237 -0.254 -0.256 225 -0.434 -0.809 -0.505 -0.475 -0.454 -0.408 -0.425 226 0.228 0.599 0.034 0.044 0.072 0.105 0.078 227 -0.043 0.014 -0.117 -0.107 -0.094 -0.075 -0.088 228 -0.206 -0.317 -0.137 -0.143 -0.133 -0.136 -0.140 229 -0.206 -0.318 -0.278 -0.274 -0.238 -0.203 -0.235 230 -0.020 0.033 -0.073 -0.055 -0.046 -0.027 -0.034 52 LEG 231 - 34.034 - 53.011 - 62.931 - 58.399 - 54.955 - 46.971 - 50.383 232 16.754 38.863 - 31.806 - 27.876 - 22.954 14.098 - 19.049 233 16.702 38.948 49.035 44.533 41.169 33.256 36.663 234 - 34.081 - 53.124 17.863 14.019 9.158 0.414 5.293 53 KSR 235 -2.326 -4.915 -2.230 5.582 -2.250 -2.273 5.491 236 1.349 4.026 0.279 -7.618 0.062 -0.157 -7.760 237 1.183 3.828 1.869 9.811 1.683 1.540 9.594 238 -2.206 -4.807 -0.903 -8.932 -0.756 -0.567 -8.714 239 -0.973 -0.822 2.555 -6.764 -0.074 -2.709 -9.465 240 0.411 1.712 3.308 9.975 0.692 -1.920 7.413 241 0.511 1.702 -2.932 -9.566 -0.337 2.260 -7.039 242 -1.029 -0.777 -4.107 5.235 -1.464 1.181 7.933 54 PEAK 243 -0.782 -0.685 -0.588 -0.716 -0.590 -0.589 -0.280 244 0.166 0.348 0.073 0.212 0.072 0.074 -0.228 245 0.166 0.347 0.074 -0.064 0.076 0.075 0.377 246 -0.781 -0.684 -0.580 -0.457 -0.586 -0.587 -0.895 •'• CLAMP INSULATOR RESULTS CLAMP LC RESULTANT NO. NO. FORCE USAGE (LBS) (pct) 1 1 1160 1.0 2 884 0.8 3 906 0.8 4 906 0.8 5 906 0.8 6 906 0.8 7 906 0.8 2 1 2395 2.1 2 2371 2.1 3 9069 8.1 4 9069 8.1 5 1917 1.7 6 1917 1.7 7 1917 1.7 3 1 2395 2.1 2 2371 2.1 3 9069 8.1 4 1917 1.7 5 1917 1.7 6 1917 1.7 7 1917 1.7 4 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 9069 8.1 5 9069 8.1 6 1917 1.7 7 9069 8.1 5 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 1917 1.7 5 9069 8.1 6 1917 1.7 7 1917 1.7 6 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 1917 1.7 5 1917 1.7 6 9069 8.1 7 9069 8.1 7 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 1917 1.7 5 1917 1.7 Commonwealth Associates, Inc. Page 12/21 • 6 9069 8.1 7 1917 1.7 8 1 460 0.4 2 506 0.4 3 371 0.3 4 371 0.3 5 371 0.3 6 371 0.3 7 371 0.3 9 1 448 0.4 2 548 0.5 3 35S 0.3 4 355 0.3 5 355 0.3 6 355 0.3 7 355 0.3 10 1 448 0.4 2 548 0.5 3 355 0.3 4 355 0.3 5 355 0.3 6 355 0.3 7 355 0.3 11 1 460 0.4 2 506 0.4 3 371 0.3 4 371 0.3 5 371 0.3 6 371 0.3 7 371 0.3 12 1 448 0.4 2 548 0.5 3 355 0.3 4 355 0.3 5 355 0.3 6 355 0.3 7 355 0.3 13 1 448 0.4 2 548 0.5 3 355 0.3 4 355 0.3 5 355 0.3 6 355 0.3 7 355 0.3 14 1 105 0.1 2 156 0.1 3 68 0.1 4 68 0.1 5 68 0.1 6 68 0.1 7 68 0.1 15 1 125 0.1 2 186 0.2 3 80 0.1 4 80 0.1 5 80 0.1 6 80 0.1 7 80 0.1 16 1 250 0.2 2 371 0.3 3 160 0.1 4 160 0.1 5 160 0.1 6 160 0.1 7 160 0.1 INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) CLAMP 1 1.0 1 CLAMP 2 8.1 3 CLAMP 3 8.1 3 CLAMP 4 8.1 4 CLAMP 5 8.1 5 CLAMP 6 8.1 6 CLAMP 7 8.1 6 CLAMP 8 0.4 2 CLAMP 9 0.5 2 CLAMP 10 0.5 2 CLAMP 11 0.4 2 CLAMP 12 0.5 2 Commonwealth Associates, Inc. Page 13/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CLAMP CLAMP CLAMP CLAMP 13 14 15 16 0.5 2 0.1 2 0.2 2 0.3 2 * ** MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES * ** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES +- GROUP -+ + -- MAXIMUM FORCES --+ + -- MEMBER SIZE & MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. X -X Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (5) (kip) (kip) (kip) (6) 1 LEG -2.48 3a 2 LEG -6.10 3a 3 LEG -16.60 3a 4 LEG -24.30 3a 5 LEG -36.80 3a 6 LEG -48.60 3a 7 LEG -56.71 3a 8 LEG -60.82 3a 9 LEG -79.13 3a 10 LEG -72.21 3a 11 LEG -68.90 3a 12 LEG -69.14 3a 13 LEG -62.35 3a 14 LEG 0.00 1 N 15 XBR -1.74 3a 16 XBR -10.12 3b 17 XBR -9.95 3b 18 XBR -11.06 3b 19 XBR -21.66 3b 20 XBR -21.18 3b 21 XBR -21.46 3b 22 XBR -27.70 3b 23 XBR -17.54 3b 24 XBR -12.05 3b 25 KBR -12.87 3b 26 KBR -12.62 3b 27 TOP -0.73 1 N 28 TIE -0.05 3e 29 TIE -1.83 3a 30 HBR -1.59 2 E 31 XBR 0.00 1 N 32 XBR -0.80 3e 33 ARM -14.30 3a 34 ARM -16.83 3a 35 AXBR -3.59 3b 36 ARM -18.56 3c 37 ARM -21.90 3c 38 AXBR -5.44 3b 39 ARM -11.57 3d 40 ARM -16.81 3d 41 AXBR -3.27 3e 42 ABR 0.00 1 N 43 ABR -0.04 2 E 44 ABR -4.70 2 E 45 HNG 0.00 1 N 46 HNG -3.22 3e 47 HNG -1.40 3e 48 KBR -8.52 3b 50 HBR -0.52 2 E 51 HBR 0.00 1 N 52 LEG -62.93 3a 53 KBR -9.57 lb 54 PEAK -0.89 3e 55 HBR -0.81 2 E 0.93 3a SAE 3.50 X 3.50 X0.2500 4.17 3a SAE 3.50 X 3.50 X0.2500 14.01 3a SAE 3.50 X 3.50 X0.2500 20.39 3a SAE 3.50 X 3.50 X0.2500 32.14 3a SAE 5.00 X 5.00 X0.3125 42.79 3a SAE 5.00 X 5.00 X0.3125 49.82 3a SAE 5.00 X 5.00 X0.3125 55.28 3a SAE 5.00 X 5.00 X0.3125 69.56 3a SAE 5.00 X 5.00 X0.4375 62.39 3a SAE 5.00 X 5.00 X0.4375 56.75 3a SAE 5.00 X 5.00 X0.4375 56.45 3a SAE 5.00 X 5.00 X0.4375 49.58 3a SAE 5.00 X 5.00 X0.4375 0.00 1 N SAE 5.00 X 5.00 X0.3750 1.74 3a SAE 2.00 X 2.00 X0.1875 10.14 3b SAE 2.00 X 2.00 X0.1875 9.91 3b SAE 2.00 X 2.00 X0.1875 10.21 3b SAE 2.00 X 2.00 X0.1875 21.57 3b SAE 2.50 X 2.50 X0.2500 21.13 3b .SAE 2.50 X 2.50 X0.2500 20.16 3b SAE 2.50 X 2.50 X0.2500 28.76 3b SAU 3.50 X 3.00 X0.2500 16.72 3b SAU 3.50 X 3.00 X0.1875 12.60 3b SAE 3.00 X 3.00 X0.1875 11.92 3b SAE 3.00 X 3.00 X0.2500 11.51 3b SAU 3.50 X 3.00 X0.1875 1.91 1 N SAE 2.00 X 2.00 X0.1875 4.04 3a SAE 1.75 X 1.75 X0.1875 4.68 3a SAE 1.75 X 1.75 X0.1875 1.89 2 E SAE 2.50 X 2.50 X0.1875 0.75 3b BAR 1.75 X 0.00 X0.1875 0.59 3e SAE 1.75 X 1.75 X0.1875 12.87 3a SAU 3.50 X 2.50 X0.2500 14.78 3a SAU 3.50 X 2.50 X0.2500 3.43 3b SAE 1.75 X 1.75 X0.1875 16.46 3c SAE 3.50 X 3.50 X0.2500 18.91 3c SAE 3.50 X 3.50 X0.2500 5.29 3b SAE 1.75 X 1.75 X0.1875 10.81 3d SAU 3.50 X 2.50 X0.2500 14.82 3e SAU 3.50 X 2.50 X0.2500 3.57 3e SAE 1.75 X 1.75 X0.1875 0.70 1 N SAU 3.00 X 2.00 X0.1875 1.31 1 N SAU 3.00 X 2.00 X0.1875 6.32 2 E SAU 3.00 X 2.00 X0.1875 2.38 3b SAE 2.00 X 2.00 X0.1875 6.46 3e SAE 2.00 X 2.00 X0.1875 5.42 3e SAE 2.00 X 2.00 X0.1875 9.31 3b SAU 3.50 X 3.00 X0.1875 0.49 2 E SAE 2.00 X 2.00 X0.1875 0.00 1 N SAE 3.00 X 3.00 X0.1875 49.03 3a SAE 5.00 X 5.00 X0.4375 9.97 3b SAU 3.50 X 3.00 X0.2500 0.38 3e SAE 2.50 X 2.50 X0.2500 0.93 2 E SAE 2.50 X 2.50 X0.1875 * ** FOUNDATION LOADS (kip) 33.0 5.8 1.00 1.00 1.00 1 100 39.60 33.0 5.8 1.00 1.00 1.00 1 100 39.60 33.0 5.5 1.00 1.00 1.00 1 95 41.23 33.0 5.7 1.00 1.00 1.00 1 99 40.15 33.0 5.8 1.00 1.00 1.00 1 70 85.86 33.0 5.5 1.00 1.00 1.00 1 66 87.28 33.0 5.7 1.00 1.00 1.00 1 69 86.34 33.0 7.0 0.50 0.50 0.50 1 42 94.84 33.0 6.5 1.00 1.00 1.00 1 80 112.74 33.0 7.1 1.00 1.00 1.00 1 86 108.65 33.0 7.1 1.00 1.00 1.00 1 86 108.65 33.0 10.7 0.50 0.50 0.50 1 65 120.98 33.0 12.8 0.50 0.50 0.50 1 78 113.91 33.0 0.0 0.00 0.00 0.00 0 0 0.00 33.0 8.3 0.75 0.50 0.50 5 127 12.80 33.0 8.3 0.75 0.50 0.50 5 127 12.80 33.0 8.1 0.75 0.50 0.50 5 124 13.20 33.0 8.3 0.75 0.50 0.50 5 126 12.94 33.0 8.3 0.75 0.50 0.50 2 102 26.44 33.0 8.1 0.75 0.50 0.50 2 99 26.89 33.0 8.3 0.75 0.50 0.50 2 101 26.59 33.0 9.2 0.50 0.75 0.50 2 91 37.20 33.0 9.5 0.57 0.78 0.57 2 103 25.26 33.0 11.3 0.78 0.57 0.57 5 130 19.04 33.0 8.6 1.00 1.00 1.00 6 174 17.58 33.0 13.0 1.00 0.50 0.50 5 140 18.65 33.0 6.0 1.00 1.00 1.00 6 183 8.08 33.0 6.0 1.00 1.00 1.00 6 210 5.77 33.0 6.0 1.00 1.00 1.00 6 210 5.77 33.0 6.0 1.00 1.00 1.00 6 145 14.03 33.0 8.5 0.50 0.75 0.50 41414 0.05 33.0 8.5 0.75 0.50 0.50 4 148 8.05 33.0 6.0 1.00 1.00 1.00 6 132 25.22 33.0 11.1 1.00 0.50 0.50 6 122 27.35 33.0 8.5 0.75 0.50 0.50 5 148 8.84 33.0 6.0 1.00 1.00 1.00 3 104 35.65 33.0 14.5 0.50 0.50 0.50 6 125 31.37 33.0 8.5 0.75 0.50 0.50 5 148 8.84 33.0 6.0 1.00 1.00 1.00 6 132 25.22 33.0 11.1 1.00 0.50 0.50 6 122 27.35 33.0 8.5 0.75 0.50 0.50 5 148 8.84 33.0 6.0 1.00 1.00 1.00 6 164 11.91 33.0 6.0 1.00 1.00 1.00 6 164 11.91 33.0 6.0 1.00 1.00 1.00 6 164 11.91 33.0 12.5 1.00 1.00 1.00 6 381 2.58 33.0 15.6 1.00 0.50 0.50 6 303 3.76 33.0 12.5 1.00 1.00 1.00 6 380 2.60 33.0 14.7 0.50 1.00 0.50 5 194 10.91 33.0 6.0 1.00 1.00 1.00 6 183 8.05 33.0 0.0 0.00 0.00 0.00 0 0 0.00 33.0 25.6 0.25 0.25 0.25 1 78 113.91 33.0 28.5 1.00 0.25 0.25 5 308 6.43 33.0 7.1 1.00 1.00 1.00 6 173 14.63 33.0 9.4 1.00 1.00 1.00 6 229 7.38 LC +- JT NO. 15 LABEL 23P -+ +- JT N0. 16 LABEL 231 -+ +- JT NO. LC X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR 6 6 47.89 48.75 44.43 15 6 47.89 48.75 44.43 40 6 47.89 48.75 44.43 61 6 47.89 48.75 44.43 43 14 111.75 142.19 77.30 56 14 111.75 142.19 77.30 66 14 111.75 142.19 77.30 64 14 111.75 142.19 77.30 71 14 111.75 199.06 103.20 66 14 111.75 199.06 103.20 63 14 111.75 199.06 103.20 62 14 111.75 199.06 103.20 56 14 111.75 199.06 103.20 O 16 0.00 0.00 0.00 14 2 15.96 12.19 15.34 83 2 15.96 12.19 15.34 82 2 15.96 12.19 15.34 91 2 15.96 12.19 15.34 90 3 23.95 24.38 30.24 88 3 23.95 24.38 30.24 90 3 23.95 24.38 30.24 74 5 39.91 40.63 41.23 72 4 31.93 24.38 27.69 66 3 23.95 18.28 28.54 73 3 23.95 24.38 37.66 69 3 23.95 18.28 28.73 9 2 15.96 12.19 17.26 1 2 15.96 12.19 14.59 32 2 15.96 12.19 14.59 13 2 O 1 13 1 60 3 70 3 41 2 58 4 70 4 62 2 48 3 70 3 37 2 O 2 O 2 39 2 15.96 7.98 7.98 23.95 23.95 15.96 31.93 31.93 15.96 23.95 23.95 15.96 15.96 15.96 15.96 O 2 15.96 86 3 23.95 54 2 15.96 78 2 15.96 7 2 15.96 O 2 0.00 55 16 127.71 149 2 15.96 6 4 31.93 11 2 15.96 17 LABEL 232 -+ +- JT NO. Y -DIR Z -DIR X -DIR 12.19 6.09 6.09 24.38 24.38 12.19 32.50 32.50 12.19 24.38 24.38 12.19 12.19 12.19 12.19 12.19 18.28 12.19 12.19 12.19 0.00 227.50 16.25 32.50 12.19 18 LABEL 233 -+ Y -DIR Z -DIR 1 N 2 E 3a 3b 3c 3d 3e 5.719 8.767 8.305 10.893 8.350 8.399 10.979 6.160 - 36.196 10.092 - 56.904 9.877 - 61.291 6.819 - 58.185 9.061 - 55.811 8.245 - 50.331 6.036 - 52.793 -2.810 -6.990 3.080 0.471 3.023 2.966 0.380 3.125 17.937 7.779 43.054 -4.062 - 27.977 -6.227 - 25.217 -3.225 - 21.800 -2.387 - 15.616 -5.357 - 18.950 2.826 3.054 17.827 -5.736 6.118 - 36.186 6.972 7.698 42.955 -8.749 10.054 - 56.880 6.030 7.618 47.052 0.586 -1.656 13.085 3.337 9.760 43.793 3.299 1.425 10.477 6.066 6.735 41.466 0.561 -0.795 7.014 6.101 5.866 35.872 0.535 0.052 0.944 3.339 8.852 38.116 3.302 2.246 4.495 * ** LOAD CASE NO. 1 1 NESC MEDIUM - Number of iterations in SAPS . 10 * ** JOINT LOADS AND MEMBER FORCES ON JOINTS Commonwealth Associates, Inc. 22.96 5.92 14.59 37.66 37.66 14.59 45.09 45.09 14.59 37.66 37.66 14.59 22.90 22.90 22.90 17.26 17.26 17.26 28.73 17.26 0.00 103.20 37.51 27.93 22.96 5 13 35 51 42 55 64 72 71 65 62 62 56 0 14 83 82 91 90 88 90 72 72 69 54 69 16 33 38 15 13 13 60 70 29 58 69 45 48 70 29 6 11 52 20 37 44 76 4 0 49 62 NG 3 8 Page 14/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.083 -0.155 -0.000 -0.083 0.155 - 0.000446 0.223882 - 0.019066 2 11 0.000 0.083 -0.155 -0.000 -0.083 0.155 - 0.000511 0.223375 0.005265 3 12 0.000 0.083 -0.155 0.000 -0.083 0.155 - 0.000299 0.223370 0.005225 4 13 0.000 0.083 -0.155 0.000 -0.083 0.155 - 0.000375 0.223876 - 0.019106 5 9P 0.000 0.171 -0.357 0.000 -0.171 0.357 - 0.000248 0.055466 - 0.011371 6 91 0.000 0.171 -0.357 0.000 -0.171 0.357 0.000005 0.055499 0.002101 7 92 0.000 0.171 -0.357 -0.000 -0.171 0.357 - 0.000172 0.055500 0.002046 8 93 0.000 0.171 -0.357 -0.000 -0.171 0.357 0.000050 0.055473 - 0.011396 9 169 0.000 1.269 -2.208 -0.000 -1.269 2.208 - 0.000381 0.199286 - 0.067188 10 16X 0.000 1.269 -2.208 -0.000 -1.269 2.208 - 0.000356 0.200947 0.043495 11 179 0.000 1.269 -2.275 -0.000 -1.269 2.275 - 0.000271 0.130836 - 0.081458 12 17X 0.000 1.269 -2.275 -0.000 -1.269 2.275 - 0.000236 0.133146 0.049079 13 189 0.000 1.269 -2.207 -0.000 -1.269 2.207 - 0.000158 0.073633 - 0.052318 14 18X 0.000 1.269 -2.207 -0.000 -1.269 2.207 - 0.000119 0.075186 0.031599 15 23P 0.000 0.000 0.000 5.719 6.160 - 36.196 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 -2.810 3.125 17.937 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 2.826 3.054 17.827 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 -5.736 6.118 - 36.186 0.000000 0.000000 0.000000 19 159 0.000 0.799 -0.992 -0.000 -0.799 0.992 - 0.000446 0.246868 - 0.007157 20 2S 0.000 0.113 -0.242 -0.000 -0.113 0.242 - 0.000290 0.199817 - 0.018785 21 21 0.000 0.113 -0.242 0.000 -0.113 - 0.242 - 0.000289 0.200098 0.005397 22 22 0.000 0.113 -0.242 -0.000 -0.113 0.242 - 0.000442 0.200093 0.005357 23 23 0.000 0.113 -0.242 0.000 -0.113 0.242 - 0.000452 0.199811 - 0.018826 24 3S 0.000 0.079 -0.131 0.000 - 0.079 0.131 - 0.000035 0.175988 - 0.018339 25 31 0.000 0.079 -0.131 -0.000 -0.079 0.131 - 0.000184 0.175961 0.005423 26 32 0.000 0.079 -0.131 -0.000 -0.079 0.131 - 0.000469 0.175955 0.005383 27 33 0.000 0.079 -0.131 -0.000 -0.079 0.131 - 0.000629 0.175982 - 0.018380 28 4S 0.000 0.089 -0.176 0.000 -0.089 0.176 0.000048 0.154197 - 0.017606 29 41 0.000 0.089 -0.176 -0.000 -0.089 0.176 - 0.000885 0.153408 0.005236 30 42 0.000 0.089 -0.176 0.000 -0.089 0.176 0.000306 0.153402 0.005196 31 43 0.000 0.089 -0.176 -0.000 -0.089 0.176 - 0.000636 0.154191 - 0.017647 32 5S 0.000 0.126 -0.321 -0.000 -0.126 0.321 - 0.000104 0.131690 - 0.016549 33 51 0.000 0.126 -0.321 0.000 -0.126 0.321 - 0.000191 0.132002 0.004904 34 52 0.000 0.126 -0.321 -0.000 -0.126 0.321 - 0.000311 0.131995 0.004865 35 53 0.000 0.126 -0.321 0.000 -0.126 0.321 - 0.000406 0.131683 - 0.016591 36 6S 0.000 0.105 -0.226 0.000 -0.105 0.226 0.000336 0.110868 - 0.015714 37 61 0.000 0.105 -0.226 0.000 -0.105 0.226 - 0.000408 0.110646 0.004571 38 62 0.000 0.105 -0.226 -0.000 -0.105 0.226 - 0.000021 0.110635 0.004531 39 63 0.000 0.105 -0.226 -0.000 -0.105 0.226 - 0.000763 0.110857 - 0.015755 40 7S 0.000 0.115 -0.264 0.000 -0.115 0.264 0.000317 0.092303 - 0.014605 41 71 0.000 0.115 -0.264 -0.000 -0.115 0.264 - 0.000729 0.091747 0.004024 42 72 0.000 0.115 -0.264 0.000 -0.115 0.264 0.000373 0.091734 0.003982 43 73 0.000 0.115 -0.264 -0.000 -0.115 0.264 - 0.000668 0.092291 - 0.014644 44 8S 0.000 0.162 -0.377 -0.000 -0.162 0.377 0.000378 0.074260 - 0.013198 45 81 0.000 0.162 -0.377 -0.000 -0.162 0.377 - 0.000363 0.074444 0.003269 46 82 0.000 0.162 -0.377 0.000 -0.162 0.377 0.000088 0.074434 0.003223 47 83 0.000 0.162 -0.377 0.000 -0.162 0.377 - 0.000657 0.074250 - 0.013233 48 10S 0.000 0.283 -0.760 0.000 -0.283 0.760 0.002232 0.043515 - 0.010990 49 101 0.000 0.148 -0.320 0.000 -0.148 0.320 - 0.001525 0.042546 0.002714 50 102 0.000 0.282 -0.747 -0.000 -0.282 0.747 0.001506 0.042629 0.002616 51 103 0.000 0.282 -0.747 -0.000 -0.282 0.747 - 0.002403 0.043553 - 0.011009 52 11S 0.000 0.278 -0.773 0.000 -0.278 0.773 - 0.001763 0.031641 - 0.011490 53 111 0.000 0.143 -0.333 0.000 -0.143 0.333 0.001240 0.032529 0.003517 54 112 0.000 0.277 -0.760 -0.000 -0.277 0.760 - 0.001143 0.032597 0.003421 55 113 0.000 0.277 -0.760 -0.000 -0.277 0.760 0.001617 0.031699 - 0.011510 56 12S 0.000 0.166 -0.319 0.000 -0.166 0.319 - 0.000135 0.022140 - 0.010687 57 121 0.000 0.083 -0.255 -0.000 -0.083 0.255 - 0.000133 0.022158 0.003775 58 122 0.000 0.083 -0.255 0.000 -0.083 0.255 0.000306 0.022172 0.003697 59 123 0.000 0.083 -0.255 -0.000 -0.083 0.255 0.000014 0.022133 - 0.010711 60 13S 0.000 0.344 -0.581 0.000 -0.344 0.581 0.011902 0.016163 - 0.006747 61 131 0.000 0.245 -0.505 -0.000 -0.245 0.505 - 0.007916 0.010336 0.002749 62 132 0.000 0.245 -0.505 0.000 -0.245 0.505 0.008064 0.010223 0.002727 63 133 0.000 0.245 -0.505 -0.000 -0.245 0.505 - 0.012008 0.016036 - 0.006782 64 14S 0.000 0.376 -0.697 0.000 -0.376 0.697 - 0.000871 0.002620 - 0.007070 65 141 0.000 0.178 -0.545 -0.000 -0.178 0.545 - 0.001181 0.002693 0.003031 66 142 0.000 0.178 -0.545 0.000 -0.178 0.545 0.001320 0.002498 0.003028 67 143 0.000 0.178 -0.545 -0.000 -0.178 0.545 0.000790 0.002360 - 0.007107 68 19S 0.000 0.097 -0.197 -0.000 -0.097 0.197 - 0.005347 0.022076 - 0.005128 69 19Y 0.000 0.097 -0.197 0.000 -0.097 0.197 0.005509 0.022090 - 0.005203 70 20S 0.000 0.138 -0.197 -0.000 -0.138 0.197 - 0.000059 0.055398 - 0.009325 71 20X 0.000 0.138 -0.197 -0.000 -0.138 0.197 0.000087 0.068108 - 0.000692 72 21S 0.000 0.221 -0.436 -0.000 -0.221 0.436 - 0.024569 0.002505 - 0.004032 73 21Y 0.000 0.221 -0.436 0.000 -0.221 0.436 0.024861 0.002309 - 0.004092 74 22S 0.000 0.290 -0.436 -0.000 -0.290 0.436 - 0.000038 0.124415 0.017539 75 22X 0.000 0.290 -0.436 0.000 -0.290 0.436 0.000068 0.149484 - 0.022443 ••• LOAD CASE N0. 2 2 EXTREME WIND - Number of iterations in SAPS = 10 ••• JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) Commonwealth Associates, Inc. Page 15/21 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.182 -0.129 -0.000 -0.182 0.129 - 0.000113 0.387790 - 0.026471 2 11 0.000 0.182 -0.129 -0.000 -0.182 0.129 - 0.000379 0.387575 0.014655 3 12 0.000 0.182 -0.129 0.000 -0.182 0.129 - 0.000205 0.387761 0.014633 4 13 0.000 0.182 -0.129 0.000 -0.182 0.129 - 0.000099 0.387976 - 0.026493 5 9P 0.000 0.373 -0.298 0.000 -0.373 0.298 - 0.000146 0.100566 - 0.015321 6 91 0.000 0.373 -0.298 0.000 -0.373 0.298 0.000104 0.100663 0.007994 7 92 0.000 0.373 -0.298 -0.000 -0.373 0.298 - 0.000328 0.100878 0.007943 8 93 0.000 0.373 -0.298 -0.000 -0.373 0.298 0.000219 0.100792 - 0.015312 9 16P 0.000 2.063 -1.435 -0.000 -2.063 1.435 0.000244 0.347283 - 0.102515 10 16X 0.000 2.063 -1.435 -0.000 -2.063 1.435 - 0.000603 0.348850 0.084535 11 17P 0.000 2.062 -1.491 -0.000 -2.062 1.491 0.000407 0.231286 - 0.122931 12 17X 0.000 2.062 -1.491 -0.000 -2.062 1.491 - 0.000648 0.233349 0.099869 13 18P 0.000 2.062 -1.435 -0.000 -2.062 1.435 0.000352 0.132783 - 0.079765 14 18X 0.000 2.062 -1.435 -0.000 -2.062 1.435 - 0.000476 0.134076 0.064873 15 23P 0.000 0.000 0.000 8.767 10.092 - 56.904 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 -6.990 7.779 43.054 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 6.972 7.698 42.955 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 -8.749 10.054 - 56.880 0.000000 0.000000 0.000000 19 15P 0.000 0.872 -0.547 0.000 -0.872 0.547 - 0.000219 0.426905 - 0.006167 20 2S 0.000 0.248 -0.202 -0.000 -0.248 0.202 - 0.000034 0.347555 - 0.026141 21 21 0.000 0.248 -0.202 0.000 -0.248 0.202 - 0.000222 0.347845 0.014804 22 22 0.000 0.248 -0.202 -0.000 - 0.248 0.202 - 0.000322 0.348030 0.014782 23 23 0.000 0.248 -0.202 0.000 -0.248 0.202 - 0.000139 0.347741 - 0.026163 24 3S 0.000 0.173 -0.109 0.000 -0.173 0.109 0.000178 0.307059 - 0.025569 25 31 0.000 0.173 -0.109 -0.000 -0.173 0.109 - 0.000207 0.307138 0.014767 26 32 0.000 0.173 -0.109 0.000 -0.173 0.109 - 0.000298 0.307323 0.014745 27 33 0.000 0.173 -0.109 -0.000 -0.173 0.109 - 0.000309 0.307244 - 0.025591 28 4S 0.000 0.195 -0.147 0.000 -0.195 0.147 0.000631 0.269639 - 0.024567 29 41 0.000 0.195 -0.147 -0.000 -0.195 0.147 - 0.001061 0.269220 0.014335 30 42 0.000 0.195 -0.147 0.000 -0.195 0.147 0.000593 0.269405 0.014314 31 43 0.000 0.195 -0.147 -0.000 -0.195 0.147 - 0.000723 0.269823 - 0.024590 32 5S 0.000 0.275 -0.268 -0.000 -0.275 0.268 0.000117 0.231820 - 0.023117 33 51 0.000 0.275 -0.268 0.000 -0.275 0.268 - 0.000219 0.232109 0.013567 34 52 0.000 0.275 -0.268 -0.000 -0.275 0.268 - 0.000211 0.232292 0.013546 35 53 0.000 0.275 -0.268 0.000 -0.275 0.268 - 0.000168 0.232003 - 0.023140 36 6S 0.000 0.229 -0.189 0.000 -0.229 0.189 0.000727 0.195906 - 0.021901 37 61 0.000 0.229 -0.189 -0.000 -0.229 0.189 - 0.000687 0.195824 0.012872 38 62 0.000 0.229 -0.189 0.000 -0.229 0.189 0.000290 0.195999 0.012850 39 63 0.000 0.229 -0.189 -0.000 -0.229 0.189 - 0.000731 0.196082 - 0.021923 40 7S 0.000 0.251 -0.220 0.000 -0.251 0.220 0.000880 0.163846 - 0.020260 41 71 0.000 0.251 -0.220 -0.000 -0.251 0.220 - 0.001059 0.163549 0.011767 42 72 0.000 0.251 -0.220 0.000 -0.251 0.220 0.000698 0.163723 0.011740 43 73 0.000 0.251 -0.220 -0.000 -0.251 0.220 - 0.000845 0.164021 - 0.020277 44 8S 0.000 0.353 -0.314 -0.000 -0.353 0.314 0.000759 0.133157 - 0.018155 45 81 0.000 0.353 -0.314 -0.000 -0.353 0.314 - 0.000695 0.133318 0.010241 46 82 0.000 0.353 -0.314 0.000 -0.353 0.314 0.000385 0.133500 0.010207 47 83 0.000 0.353 -0.314 0.000 -0.353 0.314 - 0.000694 0.133338 - 0.018164 48 10S 0.000 0.673 -0.631 0.000 -0.673 0.631 0.003203 0.079249 - 0.015269 49 101 0.000 0.323 -0.266 0.000 -0.323 0.266 - 0.003321 0.078452 0.008589 50 102 0.000 0.745 -0.615 -0.000 -0.745 0.615 0.003226 0.078913 0.008479 51 103 0.000 0.745 -0.615 -0.000 -0.745 0.615 - 0.003164 0.079626 - 0.015236 52 11S 0.000 0.661 -0.642 0.000 -0.661 0.642 - 0.001772 0.059179 - 0.016115 53 111 0.000 0.311 -0.277 0.000 -0.311 0.277 0.002875 0.059954 0.010021 54 112 0.000 0.733 -0.626 -0.000 -0.733 0.626 - 0.002882 0.060441 0.009923 55 113 0.000 0.733 -0.626 -0.000 -0.733 0.626 0.001795 0.059600 - 0.016096 56 12S 0.000 0.329 -0.266 0.000 -0.329 0.266 - 0.000463 0.041980 - 0.015485 57 121 0.000 0.182 -0.213 -0.000 -0.182 0.213 - 0.000928 0.042021 0.009763 58 122 0.000 0.182 -0.213 0.000 -0.182 0.213 0.000965 0.042363 0.009701 59 123 0.000 0.182 -0.213 -0.000 -0.182 0.213 0.000497 0.042281 - 0.015487 60 13S 0.000 0.710 -0.483 0.000 -0.710 0.483 0.015231 0.028016 - 0.010649 61 131 0.000 0.535 -0.420 -0.000 -0.535 0.420 - 0.019354 0.023429 0.006208 62 132 0.000 0.535 -0.420 0.000 -0.535 0.420 0.019371 0.023495 0.006223 63 133 0.000 0.535 -0.420 -0.000 -0.535 0.420 - 0.015196 0.027961 - 0.010713 64 14S 0.000 0.737 -0.581 0.000 -0.737 0.581 - 0.004544 0.006396 - 0.011144 65 141 0.000 0.388 -0.455 -0.000 -0.388 0.455 - 0.004096 0.006424 0.006800 66 142 0.000 0.388 -0.455 0.000 -0.388 0.455 0.004089 0.006218 0.006850 67 143 0.000 0.388 -0.455 -0.000 -0.388 0.455 0.004609 0.006067 - 0.011227 68 19S 0.000 0.211 -0.164 -0.000 -0.211 0.164 - 0.006018 0.041849 - 0.004366 69 19Y 0.000 0.211 -0.164 0.000 -0.211 0.164 0.006486 0.042191 - 0.004468 70 20S 0.000 0.301 -0.164 -0.000 -0.301 0.164 0.000020 0.121004 - 0.008038 71 20X 0.000 0.301 -0.164 -0.000 -0.301 0.164 0.000021 0.143927 0.000560 72 21S 0.000 0.482 -0.364 -0.000 -0.482 0.364 - 0.028782 0.006093 - 0.004634 73 21Y 0.000 0.482 -0.364 0.000 -0.482 0.364 0.029231 0.005885 - 0.004734 74 22S 0.000 0.632 -0.364 0.000 -0.632 0.364 0.000030 0.295767 0.041797 75 22X 0.000 0.632 -0.364 -0.000 -0.632 0.364 - 0.000007 0.276175 - 0.041565 "• LOAD CASE NO. 3 3a TR &TL LC#3 NESC Medium (Broken Wire) ••• JOINT LOADS AND MEMBER FORCES ON JOINTS - Number of iterations in SAPS 10 JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR Commonwealth Associates, Inc. Page 16/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473388 0.131954 - 0.042782 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473370 0.131676 - 0.028739 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473750 0.131792 0.028827 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473672 0.132047 0.014785 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085450 0.033984 - 0.021612 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085620 0.034249 - 0.013574 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085593 0.034115 0.013918 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085728 0.034295 0.005941 9 16P 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.436235 0.117863 - 0.033375 10 16X 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.436378 0.118658 0.030738 11 17P 0.000 0.888 -1.896 0.000 -0.888 1.896 0.251230 0.078269 - 0.051467 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 0.251336 0.080076 0.023738 13 18P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121569 0.044827 - 0.033291 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121564 0.046061 0.016054 15 23P 0.000 0.000 0.000 8.305 9.877 - 61.291 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 3.080 -4.062 - 27.977 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 6.030 7.618 47.052 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 0.586 -1.656 13.085 0.000000 0.000000 0.000000 19 15P 0.000 0.559 -0.827 0.000 -0.559 0.827 0.527922 0.145314 - 0.007380 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417403 0.117099 - 0.042501 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417421 0.119171 - 0.028566 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417647 0.117324 0.029307 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417607 0.119156 0.015364 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358605 0.105563 - 0.041469 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358540 0.103222 - 0.027771 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358548 0.105735 0.029126 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358424 0.103261 0.015442 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304402 0.092336 - 0.039322 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.303936 0.091002 - 0.026118 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304956 0.091764 0.027832 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304442 0.091776 0.014640 32 5S 0.000 0.088 -0.268 0.000 -0.088 0.268 0.251874 0.079031 - 0.036238 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.251845 0.078995 - 0.023764 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.251921 0.079368 0.025720 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.251861 0.078838 0.013248 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.204070 0.068484 - 0.033602 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.203680 0.064971 - 0.021743 38 62 0.000 0.073 -0.189 0.000 -0.073 0.189 0.203990 0.068393 0.023808 39 63 0.000 0.073 -0.189 0.000 -0.073 0.189 0.203583 0.065225 0.011970 40 7S 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162494 0.056535 - 0.030390 41 71 0.000 0.080 -0.220 0.000 -0.080 0.220 0.161914 0.054983 - 0.019443 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162715 0.056144 0.021298 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162134 0.055523 0.010370 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.124523 0.046039 - 0.026576 45 81 0.000 0.113 -0.314 0.000 -0.113 0.314 0.124094 0.044662 - 0.016834 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.124391 0.046250 0.018204 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.123972 0.044582 0.008495 48 10S 0.000 0.172 -0.631 0.000 -0.172 0.631 0.063580 0.030599 - 0.020982 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.061359 0.022535 - 0.012713 50 102 0.000 0.171 -0.615 0.000 -0.171 0.615 0.063062 0.029845 0.014123 51 103 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.060629 0.023696 0.006036 52 11S 0.000 0.168 -0.642 0.000 -0.168 0.642 0.041212 0.017424 - 0.021948 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.043269 0.022322 - 0.012830 54 112 0.000 0.167 -0.626 0.000 -0.167 0.626 0.041999 0.018807 0.015247 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.043622 0.021575 0.006315 56 12S 0.000 0.100 -0.266 0.000 -0.100 0.266 0.024712 0.013815 - 0.020834 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.024923 0.013783 - 0.012032 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.025194 0.014241 0.015084 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.024864 0.014099 0.006491 60 13S 0.000 0.222 -0.483 0.000 -0.222 0.483 0.019756 0.026968 - 0.013345 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.007455 - 0.010274 - 0.007591 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.016021 0.021995 0.010196 63 133 0.000 0.172 -0.420 0.000 -0.172 0.420 0.003788 - 0.004881 0.004523 64 14S 0.000 0.223 -0.581 0.000 -0.223 0.581 - 0.004950 0.001766 - 0.014032 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.004953 0.001819 - 0.007863 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.003468 0.002092 0.010768 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.004179 0.001885 0.004753 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.020961 0.013759 - 0.022506 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.029830 0.014122 0.013833 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.024765 0.039153 - 0.005830 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.025001 0.043947 - 0.001634 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.027150 0.001710 - 0.004770 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.012075 0.001889 - 0.001459 74 22S 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.004540 0.081139 0.011421 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.004253 0.112355 - 0.016897 *•* LOAD CASE NO. 4 3b TR&MR LC #3 NESC Medium (Broken Wire) - Number of iterations in SAPS - 10 * *• JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.424490 0.072367 - 0.033997 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.324629 0.072893 - 0.020528 Commonwealth Associates, Inc. Page 17/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.325794 0.173449 0.021073 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.425537 0.172989 0.008215 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.095190 0.015185 - 0.019144 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.059456 0.015562 - 0.011412 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.059512 0.051313 0.011564 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.095548 0.051405 0.003783 9 16P 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.579854 0.108451 - 0.031227 10 16X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.106925 0.113610 0.019366 11 17P 9.000 0.434 -1.219 -9.000 -0.434 1.219 0.466958 0.073079 - 0.046269 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 - 0.014613 0.077981 0.021912 13 18P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.216829 0.043074 - 0.024048 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 - 0.001326 0.045180 0.022630 15 23P 0.000 0.000 0.000 10.893 6.819 - 58.185 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 0.471 • -6.227 - 25.217 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 3.337 9.760 43.793. 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 3.299 1.425 10.477 0.000000 0.000000 0.000000 19 15P 0.000 0.559 -0.827 0.000 -0.559 0.827 0.414881 0.134888 - 0.006589 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.382993 0.059494 - 0.033780 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.284467 0.061457 - 0.020377 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.285301 0.161498 0.021453 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.383932 0.161486 0.008533 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.336666 0.052282 - 0.033094 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.246337 0.051403 - 0.019951 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.246909 0.146214 0.021494 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.337225 0.144095 0.008603 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.293718 0.043718 - 0.031803 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.210398 0.044004 - 0.019183 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.211816 0.129681 0.020918 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.294103 0.129925 0.008406 32 5S 0.000 0.088 -0.268 0.000 -0.088 0.268 0.250425 0.035253 - 0.030034 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.175011 0.036620 - 0.018269 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.175507 0.115011 0.020147 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.250940 0.115031 0.008012 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.207673 0.031447 - 0.028334 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.141779 0.029209 - 0.017200 38 62 0.000 0.073 -0.189 0.000 -0.073 0.189 0.142354 0.099201 0.019108 39 63 0.000 0.073 -0.189 0.000 -0.073 0.189 0.207505 0.096536 0.007461 40 7S 0.000 0.080 -0.220 0.000 -0.080 0.220 0.169363 0.025914 - 0.026071 41 71 0.000 0.080 -0.220 0.000 -0.080 0.220 0.112568 0.024995 - 0.015660 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.113540 0.082482 0.017321 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.169292 0.081978 0.006636 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.133403 0.020823 - 0.023152 45 81 0.000 0.113 -0.314 0.000 -0.113 0.314 0.086168 0.019991 - 0.013819 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.086592 0.068404 0.014982 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.133023 0.066909 0.005513 48 10S 0.000 0.172 -0.631 0.000 -0.172 0.631 0.076178 0.011850 - 0.018777 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.038638 0.005052 - 0.010811 50 102 0.000 0.171 -0.615 0.000 -0.171 0.615 0.040403 0.046447 0.011995 51 103 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.073378 0.041275 0.004092 52 11S 0.000 0.168 -0.642 0.000 -0.168 0.642 0.055764 0.000260 - 0.019807 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.023466 0.004760 - 0.010978 54 112 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.022145 0.035715 0.013216 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.058148 0.038176 0.004468 56 12S 0.000 0.100 -0.266 -0.000 -0.100 0.266 0.041370 - 0.003397 - 0.018812 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.007133 - 0.003372 - 0.010302 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.007448 0.031182 0.013136 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.041495 0.030991 0.004727 60 13S 0.000 0.222 -0.483 0.000 -0.222 0.483 0.033483 0.011558 - 0.012128 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 - 0.005799 - 0.021840 - 0.006576 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.002846 0.033693 0.008960 63 133 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.017826 0.010233 0.003438 64 14S 0.000 0.223 -0.581 0.000 -0.223 0.581 0.007644 - 0.008992 - 0.012784 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.014274 - 0.008891 - 0.006814 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.012557 0.012999 0.009520 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 0.008473 0.012784 0.003659 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.019842 - 0.003419 - 0.020157 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.035124 0.031029 0.010640 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.041470 0.030925 - 0.006852 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.007312 0.043877 - 0.001726 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.031393 - 0.008995 - 0.005440 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.017202 0.012774 - 0.002261 74 22S 0.000 0.203 -0.364 0.000 -0.203 0.364 0.008178 0.084528 0.011923 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.013318 0.121359 - 0.018276 " "" LOAD CASE NO. 5 3c ML&MR LC #3 NESC Medium (Broken Wire) - Number of iterations in SAPS . 10 " "" JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.277272 0.142073 - 0.027166 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.277256 0.141629 - 0.011554 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.277486 0.141666 0.015465 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.277404 0.142111 - 0.000147 Commonwealth Associates, Inc Page 18/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.069252 0.034827 - 0.017234 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.069428 0.035095 - 0.008745 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.069361 0.034905 0.009711 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.069488 0.035116 0.001270 9 16P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.251161 0.126137 - 0.045441 10 16X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.251309 0.127441 0.025571 11 17P 9.000 0.434 -1.219 -9.000 -0.434 1.219 0.208097 0.082479 - 0.038061 12 17X 9.000 0.434 -1.219 -9.000 -0.434 1.219 0.208257 0.083717 0.045545 13 18P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.094453 0.046275 - 0.034846 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.094518 0.047519 0.017819 15 23P 0.000 0.000 0.000 8.350 9.061 - 55.811 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 3.023 -3.225 - 21.800 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 6.066 6.735 41.466 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 0.561 -0.795 7.014 0.000000 0.000000 0.000000 19 15P 0.000 0.559 -0.827 0.000 -0.559 0.827 0.302874 0.156798 - 0.006085 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.251260 0.126539 - 0.026904 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.251289 0.126769 - 0.011396 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.251210 0.126801 0.015625 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.251176 0.126582 0.000116 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.225259 0.111355 - 0.026517 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.225178 0.111123 - 0.011302 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.225080 0.111221 0.015709 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.224941 0.111331 0.000495 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.200623 0.097194 - 0.025931 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.199997 0.096847 - 0.011358 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.200734 0.096800 0.015648 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.200058 0.097313 0.001080 32 5S 0.000 0.088 -0.268 0.000 -0.088 0.268 0.174326 0.081853 - 0.025300 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.174274 0.084140 - 0.011704 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.174310 0.082035 0.015643 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.174219 0.084035 0.002037 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.146351 0.070649 - 0.024433 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.145865 0.068747 - 0.011616 38 62 0.000 0.073 -0.189 0.000 -0.073 0.189 0.146110 0.070557 0.015248 39 63 0.000 0.073 -0.189 0.000 -0.073 0.189 0.145599 0.068906 0.002444 40 7S 0.000 0.080 -0.220 0.000 -0.080 0.220 0.120427 0.058359 - 0.022789 41 71 0.000 0.080 -0.220 0.000 -0.080 0.220 0.119772 0.057482 - 0.011048 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.120583 0.057916 0.014117 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.119913 0.057987 0.002390 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.095810 0.047136 - 0.020512 45 81 0.000 0.113 -0.314 0.000 -0.113 0.314 0.095349 0.046521 - 0.010142 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.095623 0.047316 0.012418 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.095148 0.046401 0.002072 48 10S 0.000 0.172 -0.631 0.000 -0.172 0.631 0.053776 0.029988 - 0.017068 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.051451 0.024222 - 0.008404 50 102 0.000 0.171 -0.615 0.000 -0.171 0.615 0.053226 0.029272 0.010327 51 103 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.050700 0.025208 0.001807 52 11S 0.000 0.168 -0.642 0.000 -0.168 0.642 0.036125 0.018152 - 0.018156 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.038160 0.022226 - 0.008667 54 112 0.000 0.167 -0.626 0.000 -0.167 0.626 0.036856 0.019258 0.011597 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.038513 0.021544 0.002252 56 12S 0.000 0.100 -0.266 0.000 -0.100 0.266 0.023813 0.013931 - 0.017247 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.023966 0.013902 - 0.008094 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.024226 0.014214 0.011600 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.023915 0.014104 0.002607 60 13S 0.000 0.222 -0.483 0.000 -0.222 0.483 0.020779 0.023199 - 0.011166 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.008172 - 0.006484 - 0.005183 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.017107 0.018395 0.008037 63 133 0.000 0.172 -0.420 0.000 -0.172 0.420 0.004507 - 0.001472 0.002115 64 14S 0.000 0.223 -0.581 0.000 -0.223 0.581 - 0.001357 0.001635 - 0.011797 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.001378 0.001687 - 0.005402 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 0.000039 0.001846 0.008587 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.000579 0.001673 0.002309 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.020245 0.013874 - 0.017632 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.028613 0.014112 0.009258 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.023850 0.037221 - 0.006315 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.024057 0.045935 - 0.001650 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.023583 0.001575 - 0.004319 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.016206 0.001662 - 0.002092 74 22S 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.000947 0.082630 0.011645 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.000701 0.110135 - 0.016563 • ++ LOAD CASE NO. 6 3d BL&BR LC93 NESC Medium (Broken Wire) - Number of iterations in SAPS = 10 "+ JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) N0. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR _ Z -DIR JOINT DISPLACEMENTS (ft) 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.130681 0.149452 - 0.018561 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.130657 0.149011 - 0.002068 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.130833 0.149012 0.007578 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.130758 0.149453 - 0.008915 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.053028 0.035770 - 0.012864 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.053204 0.035832 - 0.003925 Commonwealth Associates, Inc. Page 19/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.053103 0.035814 0.005464 8 93 0.000 0.120 -0.298 -0.000 -0.120 0.298 0.053230 0.035812 - 0.003441 9 16P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121347 0.132648 - 0.047124 10 16X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121463 0.133950 0.027900 11 17P 0.000 0.888 -1.896 0.000 -0.888 1.896 0.094002 0.086219 - 0.057431 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 0.094143 0.088062 0.030870 13 18P 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.084497 0.047898 - 0.027335 14 18X 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.084598 0.048705 0.029208 15 23P 0.000 0.000 0.000 8.399 8.245 - 50.331 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 2.966 -2.387 - 15.616 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 6.101 5.866 35.872 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 0.535 0.052 0.944 0.000000 0.000000 0.000000 19 15P 0.000 0.559 -0.827 0.000 -0.559 0.827 0.139843 0.164993 - 0.005678 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.121458 0.133074 - 0.018348 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.121480 0.133291 - 0.001959 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.121360 0.133292 0.007688 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.121331 0.133076 - 0.008702 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.112304 0.116936 - 0.018015 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.112221 0.116895 - 0.001920 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.111967 0.116898 0.007726 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.111834 0.116936 - 0.008369 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.103443 0.102227 - 0.017474 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.102810 0.101552 - 0.002022 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.103692 0.101552 0.007621 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.103013 0.102228 - 0.007830 32 5S 0.000 0.088 -0.268 -0.000 -0.088 0.268 0.094189 0.086905 - 0.016693 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.094146 0.087157 - 0.002213 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.094030 0.087158 0.007429 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.093946 0.086903 - 0.007054 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.085123 0.072915 - 0.016082 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.084615 0.072662 - 0.002417 38 62 0.000 0.073 . -0.189 0.000 -0.073 0.189 0.084910 0.072627 0.007224 39 63' 0.000 0.073 -0.189 0.000 -0.073 0.189 0.084377 0.072938 - 0.006440 40 7S 0.000 0.080 -0.220 0.000 -0.080 0.220 0.076314 0.060368 - 0.015271 41 71 0.000 0.080 -0.220 0.000 -0.080 0.220 0.075595 0.059968 - 0.002763 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.076259 0.060046 0.006865 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.075522 0.060272 - 0.005636 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.066861 0.047466 - 0.014368 45 81 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.066350 0.049138 - 0.003373 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.066704 0.047528 0.006462 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.066172 0.049071 - 0.004525 48 10S 0.000 0.172 -0.631 0.000 -0.172 0.631 0.043947 0.029314 - 0.013173 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.041503 0.025966 - 0.004119 50 102 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.043372 0.028598 0.006526 51 103 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.040755 0.026816 - 0.002427 52 11S 0.000 0.168 -0.642 0.000 -0.168 0.642 0.031013 0.018914 - 0.014370 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.033028 0.022092 - 0.004510 54 112 0.000 0.167 -0.626 0.000 -0.167 0.626 0.031680 0.019799 0.007920 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.033394 0.021418 - 0.001841 56 12S 0.000 0.100 -0.266 0.000 -0.100 0.266 0.022891 0.014044 - 0.013666 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.022981 0.014020 - 0.004166 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.023233 0.014186 0.008103 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.022961 0.014103 - 0.001292 60 13S 0.000 0.222 -0.483 0.000 -0.222 0.483 0.021808 0.019421 - 0.008987 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.008873 - 0.002686 - 0.002780 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.018183 0.014705 0.005876 63 133 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.005208 0.002025 - 0.000293 64 14S 0.000 0.223 -0.581 0.000 -0.223 0.581 0.002246 0.001502 - 0.009558 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 0.002182 0.001560 - 0.002944 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 0.003558 0.001601 0.006393 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 0.003023 0.001458 - 0.000145 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.018943 0.013987 - 0.012827 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.026944 0.014098 0.004665 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.022920 0.036100 - 0.006693 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.023086 0.047091 - 0.001549 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.020289 0.001442 - 0.003911 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.019683 0.001435 - 0.002597 74 22S 0.000 0.203 -0.364 0.000 -0.203 0.364 0.002651 0.083294 0.011745 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 0.002849 0.108822 - 0.016367 •�� LOAD CASE NO. 7 3e MR &BR LC#3 NESC Medium (Broken Wire) Number of iterations in SAPS 10 ." JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.236242 0.101935 - 0.022116 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.170741 0.101847 - 0.007111 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.171293 0.167355 0.010719 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.236697 0.167444 - 0.003954 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.078887 0.016006 - 0.014669 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.043349 0.016304 - 0.006688 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.043375 0.052307 0.007390 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.079207 0.052335 - 0.000959 Commonwealth Associates, Inc. Page 20/21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 169 0.000 0.888 -1.840 0.000 -0.888 1.840 0.335349 0.119045 - 0.043474 10 16X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.037046 0.121961 0.024017 11 179 9.000 0.434 -1.219 -9.000 -0.434 1.219 0.346448 0.077895 - 0.049404 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 - 0.050993 0.081753 0.025613 13 189 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.205159 0.044585 - 0.032206 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 - 0.030122 0.046667 0.016723 15 23P 0.000 0.000 0.000 10.979 6.036 - 52.793 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 0.380 -5.357 - 18.950 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 3.339 8.852 38.116 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 3.302 2.246 4.495 0.000000 0.000000 0.000000 19 159 0.000 0.559 -0.827 0.000 -0.559 0.827 0.220894 0.148657 - 0.005816 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.218641 0.087259 - 0.021956 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.153486 0.087849 - 0.006923 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.153739 0.153494 0.010779 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.218886 0.152944 - 0.003657 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.200641 0.072515 - 0.021603 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.136581 0.072442 - 0.006837 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.136747 0.139608 0.010799 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.200628 0.139067 - 0.003314 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.183647 0.058529 - 0.020919 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.119854 0.058900 - 0.007092 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.121080 0.126031 0.010868 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.183498 0.126854 - 0.002886 32 5S 0.000 0.088 -0.268 0.000 -0.088 0.268 0.165111 0.046271 - 0.020267 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.103055 0.047647 - 0.007464 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.103309 0.112390 0.010971 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.165334 0.112715 - 0.002104 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.143846 0.037961 - 0.019587 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.087012 0.037082 - 0.007471 38 62 0.000 0.073 -0.189 0.000 -0.073 0.189 0.087495 0.097324 0.010711 39 63 0.000 0.073 -0.189 0.000 -0.073 0.189 0.143464 0.096321 - 0.001666 40 7S 0.000 0.080 . -0.220 0.000 -0.080 0.220 0.123953 0.029277 - 0.018463 41 71 0.000 0.080 , -0.220 0.000 -0.080 0.220 0.072153 0.029232 - 0.007330 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.073111 0.082550 0.010022 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.123546 0.082863 - 0.001305 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.104091 0.021216 - 0.016958 45 81 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.057828 0.021724 - 0.007199 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.058241 0.069674 0.009132 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.103687 0.069597 - 0.000993 48 10S 0.000 0.172 -0.631 0.000 -0.172 0.631 0.066370 0.011261 - 0.014782 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.028728 0.006803 - 0.006596 50 102 0.000 0.171 -0.615 0.000 -0.171 0.615 0.030541 0.045864 0.008252 51 103 0.000 0.171 -0.615 -0.000 -0.171 0.615 0.063457 0.042859 - 0.000195 52 11S 0.000 0.168 -0.642 0.000 -0.168 0.642 0.050732 0.001093 - 0.015945 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.018265 0.004749 - 0.006895 54 112 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.016947 0.036172 0.009599 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.053111 0.038072 0.000340 56 12S 0.000 0.100 -0.266 -0.000 -0.100 0.266 0.040573 - 0.003144 - 0.015155 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.006063 - 0.003113 - 0.006437 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.006364 0.031072 0.009696 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.040662 0.030910 0.000785 60 13S 0.000 0.222 -0.483 0.000 -0.222 0.483 0.034622 0.007904 - 0.009905 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 - 0.005112 - 0.017936 - 0.004197 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.003792 0.029978 0.006838 63 133 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.018616 0.013602 0.001003 64 14S 0.000 0.223 -0.581 0.000 -0.223 0.581 0.011358 - 0.009027 - 0.010509 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.010739 - 0.008922 - 0.004379 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.009163 0.012684 0.007367. 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 0.012132 0.012501 0.001189 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.018901 - 0.003166 - 0.015312 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.033842 0.030934 0.006042 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.040659 0.029293 - 0.007300 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.006256 0.045342 - 0.001693 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.027974 - 0.009031 - 0.005009 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.020901 0.012477 - 0.002815 74 22S 0.000 0.203 -0.364 0.000 -0.203 0.364 0.011857 0.082234 0.011586 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.009849 0.116357 - 0.017516 Commonwealth Associates, Inc. Page 21/21 • • TOWER ANALYSIS AND DESIGN - (C) 1986 -1995, POWER LINE SYSTEMS, INC. • ANALYSIS IDENTIFICATION : Suspension Tower Type A with 25 Leg extension NOTES : SCL Tower DU 0/50 DATE AND TIME : 1:48:13 PM Friday, October 13, 2000 PROGRAM VERSION: : TOWER Version 4.60 LICENSED TO: Commonwealth Associates, Inc. ••• Design code 'ASCE -10', ••• NONLINEAR ANALYSIS PERFORMED: ITERAM -1000, PMAXS- 0.0224809 (lbs), ASCORM.0.0685218 (lbs /ft), DASAT- 68521.8 (lbs /ft), PWITER -3 ••• CLAMPS PROPERTIES CLAMP ATT. HOLDING NO. LABEL CAPACITY (LBS) 1 15P 112404 2 16P 112404 3 16X 112404 4 17P 112404 5 17X 112404 6 18P 112404 7 18X 112404 8 10S 112404 9 102 112404 10 103 112404 11 11S 112404 12 112 112404 13 113 112404 14 12S 112404 15 13S 112404 16 14S 112404 ••• PLS -CADD DIRECT LINK DEFINITIONS ATT ATT. INSUL SET PHASE SET SEC NO. LABEL TYPE NO. NO. DESCRIPTION END 1 15P C 0 0 2 16P C 0 0 3 16X C 0 0 4 17P C 0 0 5 17X C 0 0 6 18P C 0 0 7 18X C 0 0 8 10S C 0 0 9 102 C 0 0 10 103 C 0 0 11 11S C 0 0 12 112 C 0 0 13 113 C 0 0 14 12S C 0 0 15 13S C 0 0 16 14S C 0 0 ••• JOINT DATA JT. JT. NO. LABEL X- COORD. Y- COORD. Z- COORD. X -DIR Y -DIR Z -DIR X -ROT Y -ROT Z -ROT MASTER (ft) (ft) (ft) 1 1P 3.00 3.00 90.00 0 2 11 3.00 -3.00 90.00 0 3 12 -3.00 -3.00 90.00 0 4 13 -3.00 3.00 90.00 0 5 9P 3.00 3.00 43.20 0 6 91 3.00 -3.00 43.20 0 7 92 -3.00 -3.00 43.20 0 8 93 -3.00 3.00 43.20 0 9 16P 0.00 13.67 84.20 0 10 16X 0.00 -13.67 84.20 0 11 17P 0.00 17.17 67.20 0 12 17X 0.00 -17.17 67.20 0 13 18P 0.00 13.67 50.20 • • 0 14 18X 0.00 -13.67 50.20 . • • • • • 0 15 23P 13.18 13.18 -25.00 FIXED FIXED FIXED • . 0 16 231 13.18 -13.18 -25.00 FIXED FIXED FIXED • . 0 17 232 -13.18 -13.18 -25.00 FIXED FIXED FIXED • . 0 18 233 -13.18 13.18 -25.00 FIXED FIXED FIXED • . 0 Commonwealth Associates, Inc. Page 1/14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19 15P 0.00 0.00 20 2S 3.00 3.00 21 21 3.00 -3.00 22 22 -3.00 -3.00 23 23 -3.00 3.00 24 3S 3.00 3.00 25 31 3.00 -3.00 26 32 -3.00 -3.00 27 33 -3.00 3.00 28 4S 3.00 3.00 29 41 3.00 -3.00 30 42 -3.00 -3.00 31 43 -3.00 3.00 32 5S 3.00 3.00 33 51 3.00 -3.00 34 52 -3.00 -3.00 35 53 -3.00 3.00 36 6S 3.00 3.00 37 61 3.00 -3.00 38 62 -3.00 -3.00 39 63 -3.00 3.00 40 7S 3.00 3.00 41 71 3.00 -3.00 42 72 -3.00 -3.00 43 73 -3.00 3.00 44 8S 3.00 3.00 45 81 3.00 -3.00 46 82 -3.00 -3.00 47 83 -3.00 3.00 48 10S 3.96 3.96 49 101 3.96 -3.96 50 102 -3.96 -3.96 51 103 -3.96 3.96 52 11S 4.99 4.99 53 111 4.99 -4.99 54 112 -4.99 -4.99 55 113 -4.99 4.99 56 12S 6.02 6.02 57 121 6.02 -6.02 58 122 -6.02 -6.02 59 123 -6.02 6.02 60 13S 7.58 7.58 61 131 7.58 -7.58 62 132 -7.58 -7.58 63 133 -7.58 7.58 64 14S 9.45 9.45 65 141 9.45 -9.45 66 142 -9.45 -9.45 67 143 -9.45 9.45 68 19S 6.02 0.00 69 19Y -6.02 0.00 70 20S 0.00 6.02 71 20X 0.00 -6.02 72 21S 9.45 0.00 73 21Y -9.45 0.00 74 22S 0.00 9.45 75 22X 0.00 -9.45 ••• MATERIAL DATA MAT MAT TYPE DESCRIPT. 95.67 0 84.20 0 84.20 0 84.20 0 84.20 0 78.40 0 78.40 0 78.40 0 78.40 0 72.90 0 72.90 0 72.90 . . 0 72.90 0 67.20 0 67.20 . . 0 67.20 0 67.20 0 61.40 . . 0 61.40 . . 0 61.40 0 61.40 0 55.90 0 55.90 . . 0 55.90 0 55.90 0 50.20 0 50.20 0 50.20 . . - . . 0 50.20 0 36.80 0 36.80 0 36.80 0 36.80 0 29.90 0 29.90 0 29.90 0 29.90 0 23.00 0 23.00 . . 0 23.00 . . 0 23.00 0 12.50 0 12.50 . . 0 12.50 . . 0 12.50 0 0.00 0 0.00 0 0.00 0 0.00 0 23.00 . . 0 23.00 . . 0 23.00 . . 0 23.00 . . . . 0 0.00 0 0.00 0 0.00 0 0.00 0 MODULUS YIELD ULTIMATE MAT ELAS. STRESS STRESS DENSITY (ksi) (ksi) (ksi) (pcf) 7 A7 29000.0 33.000 34.667 490.0 "• CONNECTION PROPERTIES BOLT BOLT BOLT HOLE SHEAR TYPE DESCRIPT. DIAMETER DIAM. CAP. (in) (in) (kip) 12 5/8 A7 -49T 0.6250 0.6875 7.982 "• GROUP (OR MARK) ANGLE MEMBER PROPERTIES GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTS LABEL DESC. TYP LEG LEG THICK. WEIGHT AREA B/T RX RY RZ TYP FCR TY NO HOLES T C (in) (in) (in) (lbs /ft) (in "2) (in) (in) (in) (ksi) 1 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 ' 1.090 0.694 7 33.00 12 6 2.000 B 2 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B 3 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B 4 LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 6 2.000 B Commonwealth Associates, Inc. Page 2/14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 6 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 7 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 8 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 7 33.00 12 14 3.200 B 9 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 10 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 11 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 12 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 B 13 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 8 14 LEG SAE 5.00 X 5.00 X 0.3750 12.30 3.61 11.00 1.560 1.560 0.990 7 33.00 12 16 3.500 B 15 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 16 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 17 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 18 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.500 19 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 3 1.000 20 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 3 1.000 21 XBR SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 3 1.000 22 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 7 33.00 12 5 1.000 L 23 XBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 4 2.000 L 24 XBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 12 3 1.000 25 KBR SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 7 33.00 12 3 1.000 26 KBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 3 1.000 S 27 TOP SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 28 TIE SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 29 TIE SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 30 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 12 2 1.000 31 XBR BAR 1.75 X 0.00 X 0.1875 1.12 0.33 9.33 0.054 0.054 0.054 7 33.00 12 1 1.000 T 32 XBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 1 1.000 33 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 34 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 35 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 36 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 4 1.000 B 37 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 7 33.00 12 4 1.000 B 38 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 39 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 40 ARM SAU 3.50 X 2.50 X 0.2500 4.90 1.44 11.25 1.120 0.735 0.544 7 33.00 12 3 1.000 B L 41 AXBR SAE 1.75 X 1.75 X 0.1875 2.12 0.62 6.00 0.537 0.537 0.343 7 33.00 12 2 1.000 42 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 43 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 44 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 7 33.00 12 2 1.000 L 45 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 T 46 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 3 1.000 T 47 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 T 48 KBR SAU 3.50 X 3.00 X 0.1875 4.04 1.19 15.33 1.120 0.910 0.630 7 30.75 12 2 1.000 S 50 HBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 12 2 1.000 B 51 HBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 12 2 1.000 B 52 LEG SAE 5.00 X 5.00 X 0.4375 14.30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 16 3.500 B 53 KBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 7 33.00 12 2 1.000 S 54 PEAK SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 7 33.00 12 4 2.000 B 55 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 12 2 1.000 B •" DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECC RES BRACING RATIOS SLEND. RATIOS LABEL DESC. LEG LEG THICK. FY NO JO JE LENGTH COMP TENS COD COD X -X Y -Y Z -Z L /RX L /RY L /RZ WARNINGS (in) (in) (in) (ksi) (ft) (kips) (kips) 1 LEG 3.50 X 3.50 X 0.2500 33 1 1P 2S 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 2 11 21 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 3 12 22 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 4 13 23 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 2 LEG 3.50 X 3.50 X 0.2500 33 5 2S 3S 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 6 21 31 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 7 22 32 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 8 23 33 5.8 39.60 44.43 1 3 1.00 1.00 1.00 64 64 100 3 LEG 3.50 X 3.50 X 0.2500 33 9 3S 4S 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 10 31 41 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 11 32 42 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 12 33 43 5.5 41.23 44.43 1 3 1.00 1.00 1.00 61 61 95 4 LEG 3.50 X 3.50 X 0.2500 33 13 4S 5S 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 14 41 51 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 15 42 52 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 16 43 53 5.7 40.15 44.43 1 3 1.00 1.00 1.00 63 63 99 5 LEG 5.00 X 5.00 X 0.3125 33 17 5S 6S 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 18 51 61 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 19 52 62 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 20 53 63 5.8 85.86 77.30 1 3 1.00 1.00 1.00 44 44 70 6 LEG 5.00 X 5.00 X 0.3125 33 21 6S 7S 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 22 61 71 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 23 62 72 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 24 63 73 5.5 87.28 77.30 1 3 1.00 1.00 1.00 42 42 66 7 LEG 5.00 X 5.00 X 0.3125 33 25 7S 8S 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 26 71 81 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 27 72 82 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 Commonwealth Associates, Inc. Page 3/14 28 73 83 5.7 86.34 77.30 1 3 1.00 1.00 1.00 44 44 69 8 LEG 5.00 X 5.00 X 0.3125 33 29 8S 9P 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 30 81 91 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 31 82 92 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 32 83 93 7.0 94.84 77.30 1 2 0.50 0.50 0.50 27 27 42 9 LEG 5.00 X 5.00 X 0.4375 33 33 9P 10S 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 34 91 101 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 35 92 102 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 36 93 103 6.5 111.75 103.20 1 3 1.00 1.00 1.00 51 51 80 10 LEG 5.00 X 5.00 X 0.4375 33 37 10S 11S 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 38 101 111 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 39 102 112 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 40 103 113 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 11 LEG 5.00 X 5.00 X 0.4375 33 41 11S 12S 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 42 111 121 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 43 112 122 7.1 108.65 103.20 1- 3 1.00 1.00 1.00 55 55 86 44 113 123 7.1 108.65 103.20 1 3 1.00 1.00 1.00 55 55 86 12 LEG 5.00 X 5.00 X 0.4375 33 45 12S 13S 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 46 121 131 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 47 122 132 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 48 123 133 10.7 111.75 103.20 1 3 0.50 0.50 0.50 42 42 65 13 LEG 5.00 X 5.00 X 0.4375 33 49 13S 14S 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 50 131 141 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 51 132 142 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 52 133 143 12.8 111.75 103.20 1 3 0.50 0.50 0.50 49 49 78 15 XBR 2.00 X 2.00 X 0.1875 33 53 1P 21 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 54 11 2S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 55 12 23 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 56 13 22 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 57 •1P 23 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 58 11 22 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 59 12 21 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 60 13 2S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 16 XBR 2.00 X 2.00 X 0.1875 33 61 2S 31 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 62 21 3S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 63 22 33 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 64 23 32 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 65 2S 33 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 66 21 32 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 67 22 31 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 68 23 3S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 122 81 127 17 XBR 2.00 X 2.00 X 0.1875 33 69 3S 41 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 70 31 4S 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 71 32 43 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 72 33 42 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 73 3S 43 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 74 31 42 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 75 32 41 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 76 33 4S 8.1 12.19 12.19 2 2 0.75 0.50 0.50 119 79 124 18 XBR 2.00 X 2.00 X 0.1875 33 77 4S 51 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 78 41 5S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 79 42 53 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 80 43 52 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 81 4S 53 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 82 41 52 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 83 42 51 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 84 43 5S 8.3 12.19 12.19 2 2 0.75 0.50 0.50 121 80 126 19 XBR 2.50 X 2.50 X 0.2500 33 85 5S 61 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 86 51 6S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 87 52 63 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 88 53 62 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 89 5S 63 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 90 51 62 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 91 52 61 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 92 53 6S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 98 65 102 20 XBR 2.50 X 2.50 X 0.2500 33 93 6S 71 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 94 61 7S 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 95 62 73 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 96 63 72 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 97 6S 73 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 98 61 72 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 99 62 71 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 100 63 7S 8.1 23.95 23.95 2 2 0.75 0.50 0.50 95 64 99 21 XBR 2.50 X 2.50 X 0.2500 33 101 7S 81 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 102 71 8S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 103 72 83 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 104 73 82 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 105 7S 83 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 106 71 82 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 107 72 81 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 108 73 8S 8.3 23.95 23.95 2 2 0.75 0.50 0.50 97 65 101 22 XBR 3.50 X 3.00 X 0.2500 33 109 8S 91 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 110 81 9P 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 111 82 93 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 Commonwealth Associates, Inc. Page 4/14 112 83 92 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 113 8S 93 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 114 81 92 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 115 82 91 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 116 83 9P 9.2 37.20 39.91 2 2 0.50 0.75 0.50 50 91 88 23 XBR 3.50 X 3.00 X 0.1875 33 117 9P 101 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 118 91 10S 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 119 92 103 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 120 93 102 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 121 9P 103 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 122 91 102 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 123 92 101 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 124 93 10S 9.5 24.38 24.38 2 2 0.57 0.78 0.57 58 98 103 24 XBR 3.00 X 3.00 X 0.1875 33 125 10S 111 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 126 101 11S 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 127 102 113 11.3 18.28 18.28 2- 2 0.78 0.57 0.57 113 83. 130 128 103 112 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 129 10S 113 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 130 101 112 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 131 102 111 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 132 103 11S 11.3 18.28 18.28 2 2 0.78 0.57 0.57 113 83 130 25 KBR 3.00 X 3.00 X 0.2500 33 133 11S 19S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 134 111 19S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 135 112 19Y 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 136 113 19Y 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 137 11S 20S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 138 111 20X 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 139 112 20X 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 140 113 20S 8.6 17.58 23.95 3 3 1.00 1.00 1.00 111 111 174 26 KBR 3.50 X 3.00 X 0.1875 33 141 19S 13S 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 142 19S 131 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 143 19Y 132 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 144 19Y 133 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 145 20S 13S 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 146 20X 131 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 147 20X 132 13.0 18.28 18.28 3 2 1.00 0.50 0.50. 140 86 124 148 20S 133 13.0 18.28 18.28 3 2 1.00 0.50 0.50 140 86 124 27 TOP 2.00 X 2.00 X 0.1875 33 149 1P 13 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 150 11 12 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 151 1P 11 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 152 13 12 6.0 8.08 12.19 3 3 1.00 1.00 1.00 117 117 183 28 TIE 1.75 X 1.75 X 0.1875 33 153 4S 41 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 154 43 42 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 29 TIE 1.75 X 1.75 X 0.1875 33 155 7S 71 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 156 73 72 6.0 5.77 12.19 3 3 1.00 1.00 1.00 134 134 210 30 HER 2.50 X 2.50 X 0.1875 33 157 9P 93 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 158 91 92 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 159 9P 91 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 160 93 92 6.0 12.19 12.19 3 3 1.00 1.00 1.00 93 93 145 31 XBR 1.75 X 0.00 X 0.1875 33 161 1P 12 8.5 0.05 5.92 2 1 0.50 0.75 0.50 943 1414 943 L/R > 200 162 11 13 8.5 0.05 5.92 2 1 0.50 0.75 0.50 943 1414 943 L/R > 200 32 XBR 1.75 X 1.75 X 0.1875 33 163 9P 92 8.5 6.09 6.09 2 1 0.75 0.50 0.50 142 95 148 164 91 93 8.5 6.09 6.09 2 1 0.75 0.50 0.50 142 95 148 33 ARM 3.50 X 2.50 X 0.2500 33 165 2S 21 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 166 23 22 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 34 ARM 3.50 X 2.50 X 0.2500 33 167 2S 169 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 168 21 16X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 169 22 16X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 170 23 16P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 35 AXBR 1.75 X 1.75 X 0.1875 33 171 2S 22 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 172 21 23 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 36 ARM 3.50 X 3.50 X 0.2500 33 173 SS 51 6.0 31.93 31.93 3 3 1.00 1.00 1.00 66 66 104 174 53 52 6.0 31.93 31.93 3 3 1.00 1.00 1.00 66 66 104 37 ARM 3.50 X 3.50 X 0.2500 33 175 5S 17P 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 176 51 17X 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 177 52 17X 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 178 53 179 14.5 31.37 31.93 3 3 0.50 0.50 0.50 80 80 125 38 AXBR 1.75 X 1.75 X 0.1875 33 179 5S 52 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 180 51 53 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 39 ARM 3.50 X 2.50 X 0.2500 33 181 8S 81 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 182 83 82 6.0 23.95 23.95 3 3 1.00 1.00 1.00 64 98 132 40 ARM 3.50 X 2.50 X 0.2500 33 183 8S 189 11.1 23.95. 23.95 3 3 1.00 0.50 0.50 119 90 122 184 81 18X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 185 82 18X 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 186 83 18P 11.1 23.95 23.95 3 3 1.00 0.50 0.50 119 90 122 41 AXBR 1.75 X 1.75 X 0.1875 33 187 8S 82 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 188 81 83 8.5 8.84 12.19 2 2 0.75 0.50 0.50 142 95 148 42 ABR 3.00 X 2.00 X 0.1875 33 189 2S 23 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 190 21 22 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 43 ABR 3.00 X 2.00 X 0.1875 33 191 5S 53 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 192 51 52 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 44 ABR 3.00 X 2.00 X 0.1875 33 193 8S 83 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 194 81 82 6.0 11.91 12.19 3 3 1.00 1.00 1.00 75 123 164 45 HNG 2.00 X 2.00 X 0.1875 33 195 19 169 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 Commonwealth Associates, Inc. Page 5/14 196 11 16X 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 197 12 16X 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 198 13 16P 12.5 2.58 12.19 3 3 1.00 1.00 1.00 243 243 381 L/R > 250 46 HNG 2.00 X 2.00 X 0.1875 33 199 4S 17P 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 200 41 17X 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 201 42 17X 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 202 43 17P 15.6 3.76 17.26 3 3 1.00 0.50 0.50 303 151 237 L/R > 250 47 HNG 2.00 X 2.00 X 0.1875 33 203 7S 18P 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 204 71 18X 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 205 72 18X 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 206 73 18P 12.5 2.60 12.19 3 3 1.00 1.00 1.00 242 242 380 L/R > 250 48 KBR 3.50 X 3.00 X 0.1875 33 207 21S 13S 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 208 21S 131 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 209 21Y 132 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 210 21Y 133 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 211 22S 13S 14.7 10.91 12.19 3- 2 0.50 1.00 0.50 79 194 140 212 22X 131 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 213 22X 132 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 214 22S 133 14.7 10.91 12.19 3 2 0.50 1.00 0.50 79 194 140 50 HBR 2.00 X 2.00 X 0.1875 33 215 12S 19S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 216 121 19S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 217 122 19Y 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 218 123 19Y 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 219 12S 20S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 220 121 20X 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 221 122 20X 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 222 123 20S 6.0 8.05 12.19 3 3 1.00 1.00 1.00 117 117 183 55 HBR 2.50 X 2.50 X 0.1875 33 223 14S 21S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 224 141 21S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 225 142 21Y 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 226 143 21Y 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 227 14S 22S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 228 141 22X 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 229 142 22X 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 230 143 22S 9.4 7.38 12.19 3 3 1.00 1.00 1.00 146 146 229 52 LEG 5.00 X 5.00 X 0.4375 33 231 14S 23P 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 232 141 231 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 233 142 232 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 234 143 233 25.6 113.91 103.20 1 3 0.25 0.25 0.25 49 49 78 53 KBR 3.50 X 3.00 X 0.2500 33 235 23P 21S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 236 231 216 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 237 232 21Y 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 238 233 21Y 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 239 23P 22S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 240 231 22X 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 241 232 22X 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 242 233 22S 28.5 6.43 15.96 3 2 1.00 0.25 0.25 308 94 136 L/R > 225 54 PEAK 2.50 X 2.50 X 0.2500 33 243 1P 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 244 11 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 245 12 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 246 13 15P 7.1 14.63 27.93 1 3 1.00 1.00 1.00 110 110 173 • ++ TOWER DEAD LOAD AND DRAG AREAS JT. JT. UNFACTORED DRAG AREA NO. LABEL DEAD LOAD X -DIR. Y -DIR. (kip) (ft "2) (ft "2) 1 1P 0.104 5.802 5.218 2 11 0.104 5.802 5.218 3 12 0.104 5.802 5.218 4 13 0.104 5.802 5.218 5 9P 0.238 10.695 10.695 6 91 0.238 10.695 10.695 7 92 0.238 10.695 10.695 8 93 0.238 10.695 10.695 9 16P 0.102 6.418 2.454 10 16X 0.102 6.418 2.454 11 17P 0.146 8.346 2.436 12 17X 0.146 8.346 2.436 13 18P 0.102 6.409 2.436 14 18X 0.102 6.409 2.436 15 23P 0.000 0.000 0.000 16 231 0.000 0.000 0.000 17 232 0.000 0.000 0.000 18 233 0.000 0.000 0.000 19 15P 0.070 3.340 3.340 20 2S 0.161 8.647 7.093 21 21 0.161 8.647 7.093 22 22 0.161 8.647 7.093 23 23 0.161 8.647 7.093 24 3S 0.088 4.954 4.954 25 31 0.088 4.954 4.954 26 32 0.088 4.954 4.954 Commonwealth Associates, Inc. Page 6/14 27 33 0.088 4.954 28 4S 0.117 7.056 29 41 0.117 7.056 30 42 0.117 7.056 31 43 0.117 7.056 32 5S 0.214 10.070 33 51 0.214 10.070 34 52 0.214 10.070 35 53 0.214 10.070 36 6S 0.151 6.560 37 61 0.151 6.560 38 62 0.151 6.560 39 63 0.151 6.560 40 7S 0.176 8.319 41 71 0.176 8.319 42 72 0.176 8.319 43 73 0.176 8.319 44 8S 0.251 11.669 45 81 0.251 11.669 46 82 0.251 11.669 47 83 0.251 11.669 48 10S 0.213 9.259 49 101 0.213 9.259 50 102 0.213 9.259 51 103 0.213 9.259 52 11S 0.222 8.909 53 111 0.222 8.909 54 112 0.222 8.909 55 113 0.222 8.909 56 12S 0.170 5.208 57 121 0.170 5.208 58 122 0.170 5.208 59 123 0.170 5.208 60 13S 0.336 15.321 61 131 0.336 15.321 62 132 0.336 15.321 63 133 0.336 15.321 64 14S 0.364 11.104 65 141 0.364 11.104 66 142 0.364 11.104 67 143 0.364 11.104 68 19S 0.131 8.636 69 19Y 0.131 8.636 70 20S 0.131 6.051 71 20X 0.131 6.051 72 21S 0.291 18.095 73 21Y 0.291 18.095 74 22S 0.291 13.823 75 22X 0.291 13.823 4.954 5.589 5.589 5.589 5.589 7.878 7.878 7.878 7.878 6.560 6.560 6.560 6.560 7.183 7.183 7.183 7.183 10.115 10.115 10.115 10.115 9.259 9.259 9.259 9.259 8.909 8.909 8.909 8.909 5.208 5.208 5.208 5.208 15.321 15.321 15.321 15.321 11.104 11.104 11.104 11.104 6.051 6.051 8.636 8.636 13.823 13.823 18.095 18.095 TOTAL 13.679 633.194 571.553 •'• VECTOR LOADS FROM FILE M:\PLS\TOWER\CLIENTS\USWEST\A1_25\SEADU050_2.1ca DEAD STRENGTH + WIND DESCRIPTION - - -+ USE LC LOAD REDUCT. +- FACT.PRESS.+ +- VELOCITY - -+ FOR NO. DESCRIPTION FACT. FACT. TRAN. LONG. TRAN. LONG. (PSF) (PSF) (MPH) (MPH) 1 3a TR &TL LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 2 3b TR&MR LC #3 NESC 1.250 1.000 11.20 0.00 66 0 11001001111 Use for column definition proceeding from left to right Steel towers and poles Wood poles - Strength factor = 1 Wood poles - Strength factor .65 Wood poles - Strength factor = .25 Concrete Poles - Ultimate Concrete Poles- First crack Concrete Poles - Zero tension Guys Arms Braces Insulators + WIRE LOADS + + WIRE LOADS ON INSULATORS TRANSFERRED TO + LC INSUL LOAD FORCE LOAD FORCE LOAD FORCE OR MOMENT NO. DESCRIPTION TYPE POINT VERT. TRANS. LONGIT. POINT VERT. TRANS. LONGIT. POINT VERT. TRANS. LONGIT. (KIPS) (KIPS) (KIPS or FT -K) 1 3a TR &TL LC #3 NESC C 15P 0.740 0.522 0.000 C 16P 1.036 0.407 9.000 C 16X 1.036 0.407 9.000 C 17P 1.713 0.861 0.000 Commonwealth Associates, Inc. Page 7/14 C 17X 1.713 0.861 0.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0.000 2 3b TR&MR LCN3 NESC C 15P 0.740 0.522 0.000 C 16P 1.036 0.407 9.000 C 16X 1.713 0.861 0.000 C 17P 1.036 0.407 9.000 C 17X 1.713 0.861 0.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0.000 MEMBER FORCES FOR ALL LOADING CONDITIONS (kip) POSITIVE FOR TENSION- NEGATIVE FOR COMPRESSION + - -- GROUP - - -+ MEM + LABEL DESC. NO. LC 1 LC 2 1 LEG 1 0.064 -0.457 2 0.929 -0.003 3 -1.607 -1.903 4 -2.475 -1.329 2 LEG 5 -6.103 -4.193 6 -4.005 -2.469 7 4.173 0.896 8 2.076 1.210 3 LEG 9 - 16.598 -9.949 10 - 12.193 -5.754 11 14.007 6.346 12 9.609 3.423 4 LEG 13 - 24.298 - 13.735 14 - 18.076 -6.876 15 20.392 7.790 16 14.169 4.956 5 LEG 17 - 36.799 - 23.359 18 - 27.328 - 14.676 19 32.132 17.494 20 22.658 11.273 6 LEG 21 - 48.615 - 33.997 22 - 34.063 - 23.334 23 42.777 30.145 24 28.210 15.614 7 LEG 25 - 56.729 - 43.240 26 - 38.109 - 27.379 27 49.798 37.286 28 31.060 19.439 8 LEG 29 - 60.883 - 49.047 30 - 39.457 - 29.499 31 55.225 43.772 32 33.523 23.240 9 LEG 33 - 79.120 - 66.637 34 - 48.469 - 37.961 35 69.500 57.574 36 38.695 27.949 10 LEG 37 - 71.941 - 62.111 38 - 42.533 - 34.274 39 62.592 53.012 40 33.344 24.746 11 LEG 41 - 68.054 - 60.968 42 - 37.465 - 31.494 43 57.137 50.299 44 26.843 20.786 12 LEG 45 - 68.238 - 61.155 46 - 37.668 - 31.700 47 56.831 50.004 48 26.598 20.544 13 LEG 49 - 61.371 - 56.840 50 - 31.295 - 27.363 51 49.660 45.153 52 19.462 15.615 15 XBR 53 -1.185 -1.058 54 -1.738 -0.488 55 1.189 0.829 56 1.744 0.636 57 0.227 0.701 58 0.298 -0.573 59 -0.527 0.128 60 -0.596 -1.024 .16 XBR 61 -0.068 -6.564 62 -1.450 5.971 63 -0.594 -8.372 64 0.781 7.700 65 6.304 10.140 66 6.539 -3.648 67 -5.950 4.148 Commonwealth Associates, Inc. Page 8/14 68 -6.190 - 10.118 17 XBR 69 1.446 -5.824 70 -0.059 6.308 71 -0.750 -7.591 72 0.748 8.326 73 6.066 9.913 74 5.822 -4.090 75 -6.436 3.533 76 -6.188 -9.949 18 XBR 77 -2.118 -8.238 78 -3.807 3.082 79 2.156 -4.024 80 3.849 8.951 81 5.546 10.210 82 5.825 -3.286 83 -6.537 2.499 84 -6.811 - 11.061 19 XBR 85 0.827 - 15.942 86 -2.361 13.836 87 -1.852 - 18.092 88 1.324 18.182 89 6.230 21.577 90 6.709 -8.751 91 -5.827 9.513 92 -6.306 - 21.666 20 XBR 93 2.195 - 13.737 94 -1.116 15.327 95 -1.177 - 17.789 96 2.135 18.039 97 6.096 21.134 98 5.656 -9.391 99 -6.597 8.497 100 -6.135 - 21.183 21 XBR 101 -2.583 - 15.492 102 -6.175 9.025 103 2.274 - 12.971 104 5.925 18.845 105 5.573 20.158 106 6.045 -8.599 107 -6.462 8.104 108 -6.879 - 21.467 22 XBR 109 - 10.285 - 25.415 110 - 15.876 4.512 111 8.001 - 12.410 112 13.628 28.741 113 3.483 21.375 114 9.031 -8.845 115 -4.698 12.813 116 - 10.192 - 27.715 23 XBR 117 -0.041 - 13.525 118 0.447 14.294 119 0.819 - 13.443 120 0.205 13.831 121 -5.191 10.932 122 -5.903 - 17.517 123 5.213 16.717 124 5.826 - 10.334 24 XBR 125 -0.704 - 10.629 126 -0.559 9.157 127 0.190 -9.709 128 -0.092 10.062 129 -4.474 7.152 130 -3.780 - 12.041 131 4.302 12.644 132 3.468 -8.128 25 KBR 133 0.767 -8.929 134 0.801 10.728 135 -0.397 - 10.561 136 -0.363 9.535 137 -3.638 7.979 138 -4.579 - 12.914 139 3.728 11.991 140 4.691 -7.002 26 KBR 141 0.466 10.332 142 0.909 -8.718 143 -0.110 9.681 144 -0.852 - 10.908 145 4.413 -7.189 146 3.340 11.577 147 -4.367 - 12.660 148 -3.567 7.944 27 TOP 149 -0.027 -0.188 150 -0.358 -0.611 151 1.009 1.098 Commonwealth Associates, Inc. Page 9/14 152 0.932 1.314 28 TIE 153 4.040 0.918 154 0.079 2.460 29 TIE 155 4.679 3.584 156 -1.830 -0.705 30 HBR 157 -0.908 -0.865 158 0.384 0.400 159 -1.107 -1.133 160 0.814 0.901 31 XBR 161 0.180 0.000 162 0.180 0.746 32 XBR 163 -0.226 -0.208 164 -0.055 -0.032 33 ARM 165 - 14.305 -7.924 166 12.867 5.657 34 ARM 167 - 16.371 - 16.258 168 - 16.828 -1.961 169 14.327 -2.471 170 14.778 14.775 35 AXBR 171 -0.059 -3.589 172 -0.058 3.434 36 ARM 173 0.402 -7.197 174 -4.225 4.137 37 ARM 175 -2.043 - 20.904 176 -2.959 0.602 177 -2.751 -6.309 178 -1.836 18.551 38 AXBR 179 -0.101 -5.446 180 -0.083 5.296 39 ARM 181 9.632 7.129 182 - 11.559 -9.102 40 ARM 183 -1.372 -3.132 184 -2.304 :0.472 185 -2.195 -4.035 186 -1.264 0.478 41 AXBR 187 0.118 -0.430 188 0.154 0.702 42 ABR 189 0.329 0.335 190 0.232 0.632 43 ABR 191 0.943 0.592 192 0.557 0.607 44 ABR 193 2.838 2.717 194 -0.841 -0.695 45 HNG 195 0.000 0.000 196 0.000 1.677 197 2.327 2.280 198 2.328 2.380 46 HNG 199 2.640 -0.491 200 2.644 -1.174 201 2.514 6.329 202 2.510 3.651 47 HNG 203 2.035 4.029 204 2.038 0.000 205 1.977 4.024 206 1.976 0.000 48 KBR 207 -0.353 -7.459 208 -1.245 5.768 209 0.262 -6.989 210 1.178 8.341 211 -3.482 4.918 212 -2.608 -8.568 213 3.358 9.340 214 2.403 -5.961 50 HBR 215 0.163 0.171 216 -0.047 -0.087 217 -0.405 -0.307 218 -0.062 -0.114 219 0.074 0.043 220 0.022 0.044 221 -0.332 -0.359 222 -0.124 -0.053 55 HBR 223 0.162 0.162 224 -0.229 -0.247 225 -0.507 -0.477 226 0.030 0.041 227 -0.097 -0.087 228 -0.137 -0.144 229 -0.279 -0.275 230 -0.077 -0.059 52 LEG 231 - 61.822 - 57.290 232 - 31.773 - 27.844 233 49.117 44.616 234 18.991 15.148 53 KBR 235 -2.064 5.747 Commonwealth Associates, Inc. Page 10/14 236 0.109 -7.787 237 1.753 9.694 238 -0.762 -8.791 239 2.561 -6.756 240 3.343 10.010 241 -2.984 -9.619 242 -4.041 5.300 54 PEAK 243 -0.588 -0.716 244 0.073 0.212 245 0.074 -0.063 246 -0.589 -0.457 * ** CLAMP INSULATOR RESULTS CLAMP LC RESULTANT NO. NO. FORCE USAGE (LBS) (pct) 1 1 906 0.8 2 906 0.8 2 1 9069 8.1 2 9069 8.1 3 1 9069 8.1 2 1917 1.7 4 1 1917 1.7 2 9069 8.1 5 1 1917 1.7 2 1917 1.7 6 1 1917 1.7 2 1917 1.7 7 1 1917 1.7 2 1917 1.7 8 1 0 0.0 2 0 0.0 9 1 0 0.0 2 0 0.0 10 1 0 0.0 2 0 0.0 11 1 0 0.0 2 0 0.0 12 1 0 0.0 2 0 0.0 13 1 0 0.0 2 0 0.0 14 1 0 0.0 2 0 0.0 15 1 0 0.0 2 0 0.0 16 1 0 0.0 2 0 0.0 * ** INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) CLAMP 1 0.8 1 CLAMP 2 8.1 1 CLAMP 3 8.1 1 CLAMP 4 8.1 2 CLAMP 5 1.7 1 CLAMP 6 1.7 1 CLAMP 7 1.7 1 CLAMP 8 0.0 1 CLAMP 9 0.0 1 CLAMP 10 0.0 1 CLAMP 11 0.0 1 CLAMP 12 0.0 1 CLAMP 13 0.0 1 CLAMP 14 0.0 1 CLAMP 15 0.0 1 CLAMP 16 0.0 1 * ** MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES * ** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES +- GROUP -+ + -- MAXIMUM FORCES - -+ +- -MEMBER SIZE & MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. X -X Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) ( %) (kip) (kip) (kip) ( %) 1 LEG -2.48 3a 0.93 3a SAE 3.50 X 3.50 X0.2500 33.0 - 5.8 1.00 1.00 1.00 1 100 39.60 6 6 47.89 48.75 44.43 5 2 LEG -6.10 3a 4.17 3a SAE 3.50 X 3.50 X0.2500 33.0 5.8 1.00 1.00 1.00 1 100 39.60 15 6 47.89 48.75 44.43 13 Commonwealth Associates, Inc. Page 11/14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 50 51 52 53 54 55 LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG LEG XBR XBR XBR XBR XBR XBR XBR XBR XBR XBR KBR IOBR TOP TIE TIE HBR XBR XBR ARM ARM AXBR ARM ARM AXBR ARM ARM AXBR ABR ABR ABR HNG HNG HNG KBR HBR HBR LEG KBR PEAK HBR -16.60 -24.30 -36.80 -48.62 -56.73 -60.88 -79.12 -71.94 -68.05 -68.24 -61.37 0.00 -1.74 -10.12 -9.95 -11.06 -21.67 -21.18 -21.47 -27.71 -17.52 -12.04 -12.91 -12.66 -0.61 0.00 -1.83 -1.13 0.00 -0.23 -14.30 -16.83 -3.59 -7.20 -20.90 -5.45 -11.56 -4.04 -0.43 0.00 0.00 -0.84 0.00 -1.17 0.00 -8.57 -0.40 0.00 -61.82 -9.62 -0.72 -0.51 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3a 3a 3b 3a 3a 3a 3a 3b 3b 3b 3b 3a 3b 3b 3a 3a 3a 3a 3b 3a 3b 3a 3a 3a 3b 3b 3a 14.01 20.39 32.13 42.78 49.80 55.23 69.50 62.59 57.14 56.83 49.66 0.00 1.74 10.14 9.91 10.21 21.58 21.13 20.16 28.74 16.72 12.64 11.99 11.58 1.31 4.04 4.68 0.90 0.75 0.00 12.87 14.78 3.43 4.14 18.55 5.30 9.63 0.48 0.70 0.63 0.94 2.84 2.38 6.33 4.03 9.34 0.17 0.00 49.12 10.01 0.21 0.16 ••• FOUNDATION LOADS (kip) 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3b 3a 3a 3b 3b 3a 3a 3a 3b 3b 3b 3b 3a 3b 3b 3b 3a 3a 3b 3b 3b 3b 3b 3a 3a 3b 3b 3a SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAE SAU SAU SAE SAE SAU SAE SAE SAE SAE BAR SAE SAU SAU SAE SAE SAE SAE SAU SAU SAE SAU SAU SAU SAE SAE SAE SAU SAE SAE SAE SAU SAE SAE 3.50 3.50 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 2.00 2.00 2.00 2.00 2.50 2.50 2.50 3.50 3.50 3.00 3.00 3.50 2.00 1.75 1.75 2.50 1.75 1.75 3.50 3.50 1.75 3.50 3.50 1.75 3.50 3.50 1.75 3.00 3.00 3.00 2.00 2.00 2.00 3.50 2.00 3.00 5.00 3.50 2.50 2.50 X 3.50 X0.2500 X 3.50 X0.2500 X 5.00 X0.3125 X 5.00 X0.3125 X 5.00 X0.3125 X 5.00 X0.3125 X 5.00 X0.4375 X 5.00 X0.4375 X 5.00 X0.4375 X 5.00 X0.4375 X 5.00 X0.4375 X 5.00 X0.3750 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.50 X0.2500 X 2.50 X0.2500 X 2.50 X0.2500 X 3.00 X0.2500 X 3.00 X0.1875 X 3.00 X0.1875 X 3.00 X0.2500 X 3.00 X0.1875 X 2.00 X0.1875 X 1.75 X0.1875 X 1.75 X0.1875 X 2.50 X0.1875 X 0.00 X0.1875 X 1.75 X0.1875 X 2.50 X0.2500 X 2.50 X0.2500 X 1.75 X0.1875 X 3.50 X0.2500 X 3.50 X0.2500 X 1.75 X0.1875 X 2.50 X0.2500 X 2.50 X0.2500 X 1.75 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 2.00 X0.1875 X 3.00 X0.1875 X 2.00 X0.1875 X 3.00 X0.1875 X 5.00 X0.4375 X 3.00 X0.2500 X 2.50 X0.2500 X 2.50 X0.1875 33.0 5.5 1.00 1.00 1.00 33.0 5.7 1.00 1.00 1.00 33.0 5.8 1.00 1.00 1.00 33.0 5.5 1.00 1.00 1.00 33.0 5.7 1.00 1.00 1.00 33.0 7.0 0.50 0.50 0.50 33.0 6.5 1.00 1.00 1.00 33.0 7.1 1.00 1.00 1.00 33.0 7.1 1.00 1.00 1.00 33.0 10.7 0.50 0.50 0.50 33.0 12.8 0.50 0.50 0.50 33.0 0.0 0.00 0.00 0.00 33.0 8.3 0.75 0.50 0.50 33.0 8.3 0.75 0.50 0.50 33.0 8.1 0.75 0.50 0.50 33.0 8.3 0.75 0.50 0.50 33.0 8.3 0.75 0.50 0.50 33.0 8.1 0.75 0.50 0.50 33.0 8.3 0.75 0.50 0.50 33.0 9.2 0.50 0.75 0.50 33.0 9.5 0.57 0.78 0.57 33.0 11.3 0.78 0.57 0.57 33.0 8.6 1.00 1.00 1.00 33.0 13.0 1.00 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 8.5 0.50 0.75 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 11.1 1.00 0.50 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 14.5 0.50 0.50 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 11.1 1.00 0.50 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 12.5 1.00 1.00 1.00 33.0 15.6 1.00 0.50 0.50 33.0 12.5 1.00 1.00 1.00 33.0 14.7 0.50 1.00 0.50 33.0 6.0 1.00 1.00 1.00 33.0 0.0 0.00 0.00 0.00 33.0 25.6 0.25 0.25 0.25 33.0 28.5 1.00 0.25 0.25 33.0 7.1 1.00 1.00 1.00 33.0 9.4 1.00 1.00 1.00 LC +- JT N0. 15 LABEL 23P -+ +- JT NO. 16 LABEL 231 -+ +- JT NO. LC X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR 1 95 1 99 1 70 1 66 1 69 1 42 1 80 1 86 1 86 1 65 1 78 0 0 5 127 5 127 5 124 5 126 2 102 2 99 2 101 2 91 2 103 5 130 6 174 5 140 6 183 6 210 6 210 6 145 41414 4 6 6 5 3 6 5 6 6 5 6 6 6 6 6 6 5 6 0 1 5 6 6 148 132 122 148 104 125 148 132 122 148 164 164 164 381 303 380 194 183 0 78 308 173 229 41.23 40.15 85.86 87.28 86.34 94.84 112.74 108.65 108.65 120.98 113.91 0.00 12.80 12.80 13.20 12.94 26.44 26.89 26.59 37.20 25.26 19.04 17.58 18.65 8.08 5.77 5 14 0 8 25 27 8 35 31 8 25 27 8 11 11 11 2 3 2 10 8 0 113 6 14 7 .77 .03 .05 .05 .22 .35 .84 .65 .37 .84 .22 .35 .84 .91 .91 .91 .58 .76 .60 .91 .05 .00 .91 .43 .63 .38 40 61 43 56 66 64 71 66 63 61 55 0 14 83 82 91 90 88 90 74 72 66 73 69 8 0 32 9 0 4 60 70 41 23 67 62 48 17 5 0 0 7 0 31 0 79 5 0 54 150 5 7 17 LABEL 232 -+ +- JT NO. Y -DIR Z -DIR X -DIR 6 6 14 14 14 14 14 14 14 14 14 16 2 2 2 2 3 3 3 5 4 3 3 3 2 2 2 2 1 1 3 3 2 4 4 2 3 3 2 2 2 2 2 3 2 2 2 2 16 2 4 2 47.89 48.75 47.89 48.75 111.75 142.19 111.75 142.19 111.75 142.19 111.75 142.19 111.75 199.06 111.75 199.06 111.75 199.06 111.75 199.06 111.75 199.06 0.00 0.00 15.96 15.96 15.96 15.96 23.95 23.95 23.95 39.91 31.93 23.95 23.95 23.95 15.96 15.96 15.96 15.96 7.98 7.98 23.95 23.95 15.96 31.93 31.93 15.96 23.95 23.95 15.96 15.96 15.96 15.96 15.96 23.95 15.96 15.96 15.96 0.00 127.71 15.96 31.93 15.96 12.19 12.19 12.19 12.19 24.38 24.38 24.38 40.63 24.38 18.28 24.38 18.28 12.19 12.19 12.19 12.19 6.09 6.09 24.38 24.38 12.19 32.50 32.50 12.19 24.38 24.38 12.19 12.19 12.19 12.19 12.19 18.28 12.19 12.19 12.19 0.00 227.50 16.25 32.50 12.19 18 LABEL 233 -+ Y -DIR Z -DIR 3a 8.117 9.638 - 60.054 3.081 -4.131 - 28.063 3b 10.706 6.579 - 56.947 0.473 -6.296 - 25.304 6.002 7.568 3.309 9.711 46.984 0.799 -1.894 14.370 43.726 3.513 1.187 11.762 ••• LOAD CASE N0. 1 3a TR&TL LCB3 NESC Medium (Broken Wire) - Number of iterations in SAPS 10 ••• JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473708 0.129881 - 0.042449 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473687 0.129604 - 0.028529 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.474068 0.129722 0.029070 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.473993 0.129977 0.015151 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085527 0.032877 - 0.021271 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085682 0.033136 - 0.013370 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085658 0.033002 0.014167 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.085798 0.033183 0.006300 9 16P 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.436531 0.115912 - 0.032807 10 16X 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.436658 0.116705 0.030746 11 17P 0.000 0.888 -1.896 0.000 -0.888 1.896 0.251439 0.076667 - 0.050827 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 0.251521 0.078472 0.023674 13 18P 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121689 0.043573 - 0.032723 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.121655 0.044805 0.016062 15 23P 0.000 0.000 0.000 8.117 9.638 - 60.054 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 3.081 -4.131 - 28.063 0.000000 0.000000 0.000000 Commonwealth Associates, Inc. 44.43 44.43 77.30 77.30 77.30 77.30 103.20 103.20 103.20 103.20 103.20 0.00 15.34 15.34 15.34 15.34 30.24 30.24 30.24 41.23 27.69 28.54 37.66 28.73 17.26 14.59 14.59 22.96 5.92 14.59 37.66 37.66 14.59 45.09 45.09 14.59 37.66 37.66 14.59 22.90 22.90 22.90 17.26 17.26 17.26 28.73 17.26 0.00 103.20 37.51 27.93 22.96 35 51 42 55 64 71 71 64 61 61 55 0 14 83 82 91 90 88 90 72 72 69 54 69 11 33 38 9 13 4 60 70 29 23 65 45 48 17 6 5 8 23 20 37 33 77 3 0 48 63 NG 2 4 Page 12/14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17 232 0.000 0.000 0.000 6.002 7.568 46.984 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 0.799 -1.894 14.370 0.000000 0.000000 0.000000 19 15P 0.000 0.559 -0.827 0.000 -0.559 0.827 0.528271 0.143126 - 0.007092 20 2S 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417692 0.115146 - 0.042167 21 21 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417707 0.117217 - 0.028355 22 22 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417934 0.115372 0.029549 23 23 0.000 0.079 -0.202 0.000 -0.079 0.202 0.417896 0.117205 0.015729 24 3S 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358864 0.103728 - 0.041135 25 31 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358795 0.101387 - 0.027560 26 32 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358803 0.103902 0.029368 27 33 0.000 0.055 -0.109 0.000 -0.055 0.109 0.358682 0.101429 0.015807 28 4S 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304631 0.090614 - 0.038989 29 41 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304162 0.089280 0.025907 30 42 0.000 0.063 -0.147 0.000 -0.063 0.147 0.305182 0.090045 0.028075 31 43 0.000 0.063 -0.147 0.000 -0.063 0.147 0.304671 0.090057 0.015006 32 5S 0.000 0.088 -0.268 0.000 -0.088 0.268 0.252071 0.077426 - 0.035905 33 51 0.000 0.088 -0.268 0.000 -0.088 0.268 0.252041 0.077389 - 0.023553 34 52 0.000 0.088 -0.268 0.000 -0.088 0.268 0.252117 0.077767 0.025962 35 53 0.000 0.088 -0.268 0.000 -0.088 0.268 0.252059 0.077237 0.013614 36 6S 0.000 0.073 -0.189 0.000 -0.073 0.189 0.204235 0.066996 - 0.033269 37 61 0.000 0.073 -0.189 0.000 -0.073 0.189 0.203846 0.063482 - 0.021533 38 62 0.000 0.073 -0.189 0.000 -0.073 0.189 0.204157 0.066913 0.024050 39 63 0.000 0.073 -0.189 0.000 -0.073 0.189 0.203748 0.063744 0.012336 40 7S 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162629 0.055158 - 0.030056 41 71 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162052 0.053607 - 0.019233 42 72 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162853 0.054776 0.021541 43 73 0.000 0.080 -0.220 0.000 -0.080 0.220 0.162269 0.054156 0.010735 44 8S 0.000 0.113 -0.314 -0.000 -0.113 0.314 0.124628 0.044780 - 0.026240 45 81 0.000 0.113 -0.314 0.000 -0.113 0.314 0.124200 0.043404 - 0.016626 46 82 0.000 0.113 -0.314 0.000 -0.113 0.314 0.124496 0.044999 0.018448 47 83 0.000 0.113 -0.314 0.000 -0.113 0.314 0.124078 0.043330 0.008858 48 10S 0.000 0.104 -0.266 0.000 -0.104 0.266 0.063612 0.029616 - 0.020630 49 101 0.000 0.104 -0.266 0.000 -0.104 0.266 0.061366 0.021605 - 0.012549 50 102 0.000 0.104 -0.266 0.000 -0.104 0.266 0.063062 0.028849 0.014368 51 103 0.000 0.104 -0.266 -0.000 -0.104 0.266 0.060724 0.022680 0.006399 52 11S 0.000 0.100 -0.277 0.000 -0.100 0.277 0.041350 0.016674 - 0.021562 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.043226 0.021490 - 0.012688 54 112 0.000 0.100 -0.277 0.000 -0.100 0.277 0.041954 0.017908 0.015472 55 113 0.000 0.100 -0.277 -0.000 -0.100 0.277 0.043599 0.020752 0.006706 56 12S 0.000 0.058 -0.213 0.000 -0.058 0.213 0.024764 0.013176 - 0.020494 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.024848 0.013154 - 0.011931 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.025119 0.013555 0.015259 59 123 0.000 0.058 -0.213 -0.000 -0.058 0.213 0.024916 0.013411 0.006833 60 13S 0.000 0.172 -0.420 0.000 -0.172 0.420 0.019394 0.026275 - 0.013156 61 131 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.007351 - 0.010490 - 0.007564 62 132 0.000 0.172 -0.420 -0.000 -0.172 0.420 0.015998 0.021794 0.010256 63 133 0.000 0.172 -0.420 0.000 -0.172 0.420 0.004244 - 0.005558 0.004718 64 14S 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.004899 0.001509 - 0.013824 65 141 0.000 0.124 -0.455 0.000 -0.124 0.455 - 0.005014 0.001590 - 0.007831 66 142 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.003527 0.001918 0.010820 67 143 0.000 0.124 -0.455 -0.000 -0.124 0.455 - 0.004140 0.001709 0.004963 68 19S 0.000 0.068 -0.164 -0.000 -0.068 0.164 0.020919 0.013130 - 0.022216 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.029766 0.013435 0.014173 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.024815 0.038498 - 0.005354 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.024926 0.043206 - 0.001472 72 21S 0.000 0.155 -0.364 -0.000 -0.155 0.364 - 0.027200 0.001481 - 0.004779 73 21Y 0.000 0.155 -0.364 0.000 -0.155 0.364 0.012035 0.001714 - 0.001444 74 22S 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.004499 0.080627 0.011373 75 22X 0.000 0.203 -0.364 -0.000 -0.203 0.364 - 0.004312 0.112275 - 0.016891 LOAD CASE NO. 2 3b TR&MR LC#3 NESC Medium (Broken Wire) - Number of iterations in SAPS a 10 JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 19 0.000 0.058 -0.129 0.000 -0.058 0.129 0.424815 0.070292 - 0.033665 2 11 0.000 0.058 -0.129 0.000 -0.058 0.129 0.324952 0.070818 - 0.020319 3 12 0.000 0.058 -0.129 0.000 -0.058 0.129 0.326117 0.171376 0.021317 4 13 0.000 0.058 -0.129 0.000 -0.058 0.129 0.425863 0.170916 0.008582 5 9P 0.000 0.120 -0.298 0.000 -0.120 0.298 0.095268 0.014077 - 0.018803 6 91 0.000 0.120 -0.298 0.000 -0.120 0.298 0.059520 0.014448 - 0.011209 7 92 0.000 0.120 -0.298 0.000 -0.120 0.298 0.059579 0.050198 0.011814 8 93 0.000 0.120 -0.298 0.000 -0.120 0.298 0.095619 0.050291 0.004142 9 169 9.000 0.434 -1.163 -9.000 -0.434 1.163 0.580154 0.106497 - 0.030659 10 16X 0.000 0.888 -1.840 0.000 -0.888 1.840 0.107209 0.111655 0.019374 11 179 9.000 0.434 -1.219 -9.000 -0.434 1.219 0.467169 0.071474 - 0.045630 12 17X 0.000 0.888 -1.896 0.000 -0.888 1.896 - 0.014424 0.076375 0.021848 13 189 0.000 0.888 -1.840 0.000 -0.888 1.840 0.216949 0.041818 - 0.023478 14 18X 0.000 0.888 -1.840 0.000 -0.888 1.840 - 0.001230 0.043923 0.022641 15 23P 0.000 0.000 0.000 10.706 6.579 - 56.947 0.000000 0.000000 0.000000 16 231 0.000 0.000 0.000 0.473 -6.296 - 25.304 0.000000 0.000000 0.000000 17 232 0.000 0.000 0.000 3.309 9.711 43.726 0.000000 0.000000 0.000000 18 233 0.000 0.000 0.000 3.513 1.187 11.762 0.000000 0.000000 0.000000 Commonwealth Associates, Inc Page 13/14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19 15P 0.000 0.559 20 2S 0.000 0.079 21 21 0.000 0.079 22 22 0.000 0.079 23 23 0.000 0.079 24 3S 0.000 0.055 25 31 0.000 0.055 26 32 0.000 0.055 27 33 0.000 0.055 28 4S 0.000 0.063 29 41 0.000 0.063 30 42 0.000 0.063 31 43 0.000 0.063 32 5S 0.000 0.088 33 51 0.000 0.088 34 52 0.000 0.088 35 53 0.000 0.088 36 6S 0.000 0.073 37 61 0.000 0.073 38 62 0.000 0.073 39 63 0.000 0.073 40 7S 0.000 0.080 41 71 0.000 0.080 42 72 0.000 0.080 43 73 0.000 0.080 44 8S 0.000 0.113 45 81 0.000 0.113 46 82 0.000 0.113 47 83 0.000 0.113 48 10S 0.000 0.104 49 101 0.000 0.104 50 102 0.000 0.104 51 103 0.000 0.104 52 11S 0.000 0.100 53 111 0.000 0.100 54 112 0.000 0.100 55 113 0.000 0.100 56 12S 0.000 0.058 57 121 0.000 0.058 58 122 0.000 0.058 59 123 0.000 0.058 60 13S 0.000 0.172 61 131 0.000 0.172 62 132 0.000 0.172 63 133 0.000 0.172 64 14S 0.000 0.124 65 141 0.000 0.124 66 142 0.000 0.124 67 143 0.000 0.124 68 19S 0.000 0.068 69 19Y 0.000 0.068 70 20S 0.000 0.097 71 20X 0.000 0.097 72 21S 0.000 0.155 73 21Y 0.000 0.155 74 22S 0.000 0.203 75 22X 0.000 0.203 -0.827 0.000 -0.559 0.827 0.415236 0.132697 - 0.006301 -0.202 0.000 -0.079 0.202 0.383287 0.057539 - 0.033448 -0.202 0.000 -0.079 0.202 0.284757 0.059501 - 0.020168 -0.202 0.000 -0.079 0.202 0.285592 0.159545 0.021696 -0.202 0.000 -0.079 0.202 0.384226 0.159533 0.008899 -0.109 0.000 -0.055 0.109 0.336928 0.050446 - 0.032762 -0.109 0.000 -0.055 0.109 0.246596 0.049566 - 0.019742 -0.109 0.000 -0.055 0.109 0.247169 0.144380 0.021738 -0.109 0.000 -0.055 0.109 0.337488 0.142261 0.008970 -0.147 0.000 -0.063 0.147 0.293951 0.041995 - 0.031471 -0.147 0.000 -0.063 0.147 0.210627 0.042280 - 0.018973 -0.147 0.000 -0.063 0.147 0.212046 0.127961 0.021162 -0.147 0.000 -0.063 0.147 0.294336 0.128205 0.008773 -0.268 0.000 -0.088 0.268 0.250626 0.033647 - 0.029702 -0.268 0.000 -0.088 0.268 0.175210 0.035013 -0.018059 -0.268 0.000 -0.088 0.268 0.175706 0.113408 0.020390 -0.268 0.000 -0.088 0.268 0.251141 0.113428 0.008379 -0.189 0.000 -0.073 0.189 0.207841 0.029957 - 0.028002 -0.189 0.000 -0.073 0.189 0.141949 0.027720 - 0.016990 -0.189 0.000 -0.073 0.189 0.142523 0.097719 0.019351 -0.189 0.000 -0.073 0.189 0.207673 0.095054 0.007827 -0.220 0.000 -0.080 0.220 0.169499 0.024536 - 0.025738 -0.220 0.000 -0.080 0.220 0.112708 0.023618 - 0.015451 -0.220 0.000 -0.080 0.220 0.113681 0.081114 0.017565 -0.220 0.000 -0.080 0.220 0.169428 0.080610 0.007002 -0.314 -0.000 -0.113 0.314 0.133509 0.019563 - 0.022817 -0.314 0.000 -0.113 0.314 0.086276 0.018732 - 0.013611 -0.314 0.000 -0.113 0.314 0.086700 0.067151 0.015228 -0.314 0.000 -0.113 0.314 0.133130 0.065657 0.005876 -0.266 0.000 -0.104 0.266 0.076210 0.010867 - 0.018425 -0.266 0.000 -0.104 0.266 0.038648 0.004122 - 0.010648 -0.266 0.000 -0.104 0.266 0.040404 0.045449 0.012241 -0.266 -0.000 -0.104 0.266 0.073474 0.040257 0.004455 -0.277 0.000 -0.100 0.277 0.055902 - 0.000491 - 0.019421 -0.277 0.000 -0.100 0.277 0.023423 0.003928 - 0.010838 -0.277 -0.000 -0.100 0.277 0.022101 0.034815 0.013441 -0.277 -0.000 -0.100 0.277 0.058125 0.037352 0.004860 -0.213 -0.000 -0.058 0.213 0.041422 - 0.004037 - 0.018473 -0.213 0.000 -0.058 0.213 0.007058 - 0.004001 - 0.010201 -0.213 0.000 -0.058 0.213 0.007372 0.030494 0.013311 -0.213 -0.000 -0.058 0.213 0.041546 0.030302 0.005070 -0.420 0.000 -0.172 0.420 0.033121 0.010867 - 0.011939 -0.420 -0.000 -0.172 0.420 - 0.005904 - 0.022056 - 0.006549 -0.420 -0.000 -0.172 0.420 0.002822 0.033492 0.009020 -0.420 -0.000 -0.172 0.420 0.018280 0.009554 0.003633 -0.455 0.000 -0.124 0.455 0.007693 - 0.009250 - 0.012576 -0.455 0.000 -0.124 0.455 - 0.014337 - 0.009119 - 0.006783 -0.455 -0.000 -0.124 0.455 0.012614 0.012825 0.009573 -0.455 -0.000 -0.124 0.455 0.008511 0.012607 0.003870 -0.164 -0.000 -0.068 0.164 0.019701 - 0.004048 - 0.019882 -0.164 0.000 -0.068 0.164 0.034913 0.030341 0.011003 -0.164 0.000 -0.097 0.164 0.041520 0.030268 - 0.006377 -0.164 0.000 -0.097 0.164 0.007236 0.043149 - 0.001566 -0.364 -0.000 -0.155 0.364 - 0.031531 - 0.009224 - 0.005462 -0.364 0.000 -0.155 0.364 0.017124 0.012598 - 0.002240 -0.364 0.000 -0.203 0.364 0.008216 0.083990 0.011871 -0.364 -0.000 -0.203 0.364 - 0.013378 0.121310 - 0.018274 Commonwealth Associates, Inc. Page 14/14 Supplemental Analysis (Antenna frame and cable attachment) CAI COMMONWEALTH ASSOCIATES INC. CLIENT IA} "dev.e. c CALCULATION SHEET SHEET j OF 3 SUBJECT /9?-9-."k, s 7- x64 y37 724,4, CALC. BY/DATE CHECKED BY/DATE 1 J7 JOB NUMBER 2351,0c)/ REV. • • • ' ,cI ....„7,4-/-•:;k",° ! ..... , , ,-„•-• t 'v 4. - 46-, . , . . . , , „, : 97 49;-7 2 , . . . , . . . ! . . . . , ! , . . ! : . , ! . , . , . . , . : : 1 = • • . , • , __I._ .,, , • ', 1 ! , • t • secr- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CA 1 COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET ' ULItN 1 SHEET -2_ OF 1 SUBJECT JOB NUMBER CALC. BY/DATE CHECKED BY/DATE REV. i, i . C41,2c ■ i (2 , i 5.. )( , I / Aej 39 I, 1 / ) 11 ,,‘..'81 *1) - 1 .1 r i - - t --C---: •-•+= - .. _ _... ) . 2 ; ' 5:P••••• - ( t 1 _L_LI 1 --•,. e-1 ott. I , I i i 1---, 1 ,' f ■ 1 i I /10 )1., :4___ I 1 /1Y- 200 ) - 1 ...---t--) L.. 1 , ._ : -I- 1 l'.• 1 , i 1 1 . . 2 .11 . I //3 9 / ...-... /s7 , ,ze 1 / i ; -t- , ! / ...__ i / J 1 I _, ' 1 1 1 , I i I 1 1. ___.1___ 1 _ 1 / . . , f , '___;_ _ ' , ftS) / ! ! I 1 i / / ; A . _ _ , - ; 330 - • ---- i - --4-; 1 I i . . i ,....._.;* n:' i _ . _ _ _ . :- - - • _ _. i 1 (_.....9_2.:3)_/___ • - _ LI 1 ...; 1 I , _j_ --- - • ' ; I -----r , --1 _ __t. 4 1 1 1 _... _ __, ! 1 - - 4 ; - • l' I i__ . : CAI COMMONWEALTH ASSOCIATES INC. CLIENT CALCULATION SHEET SHEET 3 OF J SUBJECT JOB NUMBER CALC. BY /DATE CHECKED BY /DATE REV. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET 'CLIENT 36 / SHEET OFs----- S SUBJECT 04,s a _,-,,,,,,G4, 1)5 2d/f-- s.;',g .16.9 Y-s9 7-1,./ 0u JOB NUMBER CALC. BY/DATE CHECKED BY/DATE REV. . . ; . I T ' i . 4 • . . 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HL_._ , ./M` i ' ' 4 • ' !Pi?, s i : : 1, ,11r-1f • 7 ■ ._, . , , -- • • . , _. , 1 i ' ..) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET cutry i SHEET - OF SUBJECT JOB NUMBER CALC. BY /DATE CHECKED BY /DATE REV. M F 1 ' 1 _ 1 ' 906�z __.) , I { i 1 IcS } E �_1 >!_ = 1/9 2 Y ltj I /, 0,6 i --4 _ > , - /-,- -11,--)- I 2- ,6 3-C ','-r° III Ii 1 I,, t "' /ef T,1.1 44 �u1 ✓ ! — a ,1eet..,�P/c i ! s ss ' o; 4 of 0�4∎ O i / v � .4,..,d�/��iii --i6 /e,1rJ , il -...-H.171440,1$1 T / i ' s A. 4 _, ___,_ �-� �/JD/ J r /!%�L _ 4' o..,■ ry' I (afAt) 41-f £ i _ 72 J2 %r t ! 1y}- ,1( A-) -.JO /° —' is ! 41 4z -- - 1 (Ad - �-- - Lo ' c ✓ `ille . ._ - _ _ 5 0,—) CiP Z. _.f f C T _r - I G),,%I t9 -- ll .40.177-- _ - - / _T I -.. ? ' .._ i I ; s I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWE..ALTII ASSOCIATES INC. CALCULATION SHEET t CLIENT SHEET 3 OF s---- C. SUBJECT JOB NUMBER CALC. BY/DATE CHECKED BY/DATE REV. , t I ' :Z/6 .7-/ C-0-6 .44 c . _r7)fl_f_f --- i I I i - 1..,-,,,-, ICI CV i ei;) 7 7 i 7 A.ga. "4 i , ()( y i I i 1 i _ ___(.4.5-1 a 4404i 1 , 1 1 1 — r .3 - 1 '2 I ' 4 ") = I ; 57- , 1 Ai- 1 i --- ■ i ,`/"i_ ) „ u -i 1 . a • 1 } i I 1 1 , 4 ---r- , , ) 4 4 I i I I 1 I I ---r----r---i--- i r 2... g,C2--T - 1 ■ ' ' I i -------` (---7- I , , , ■ /1/41 ■ ...=... 7 I i / y 62 1".-/i -;— ____ , i 77---5-T.- ! ! •••■•L.,/ 1 Zo , 1 1 1 _ •4 1... i 1 4......-1_ H --H1 r 7. , t I i 1-----+---i 1 1 i 1 i , T i ._Zo./10 ÷ 51..4.,,a,....) 61 j527-_ci 1 1 i ../4-7../47 . , I 1 i 1 i 1 C•j_41.%4_____12. ,4!,/,' • t i ir ' t t ! 7 , 47- /,,,e.: re !/ a ! , 1. I ____I i 1 , , , _ I 9 . ■ t ' • _,...." . . f7'‘ i' : t I I 1-7- ■ — ' -fi- — - _ _ ___ _ ._.'; ; I i 1 I : , i ■ . ' I , t :__A ■ _...177 _cr . i i , . 2 ....... , . I I ! . t i t c ' ■ ' I : ! . ' ' , ! ' ■ --- t --;-=-1 ___, _____4_. _ 7 t I 1 ... --,..---- ----- ■ I . 97— es, , i , .,..__ t le ■-, = ; ""---- '7-- L......4._ .._. __ ___.,,__.. _ ..... . ; : ■ I : • : = , , , ; ! • — Y ; _ _;• _ _ ,_!___.!____ // IZ/.3.1 I i ”. ' ) q I _._.i__ I i _,.. I . ' t I I i . . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAI COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET 1-CLIENT SHEET OFs--- ' SUBJECT JOB NUMBER CALC. BY/DATE CHECKED BY/DATE REV. - ----i---..- I . . . 1 i ; 1 --- - - -1- -1-- - r i i I i i 1 1 I i i i ; , ! I 4 • , t : I 1 7 1---t1 -7bel_fic 1 1 I - - - co / C, -..$ I . I I I t.--. i -I- I ! I * -ri--- -r- ■ I I -Ti i i ■ 1 1 . 111 I 1 1 ./ I I 7 ...0" 1 , .... is— .1,r, 3.......3c.L..24............. 4 i i I I e. =1 - - ' . I ,... . 7 , , J '"C...5;./17144'Pl al i ■ ; I ii'e'lre a , , 1 _, 1. l i I .4. , 1 1 I i 77 ;.1 /5) ! , 4t 1 i . _.___! . 1 1 Z .C"414.'32"..6 ---- 1 ' IS o- , 1 ) - - - . c ' 1 I - --) - o o ; 1 , i t I ; I 1 I , r 4 )I 4;1_ ; . , , ; ; i . i _ ._..... _ _.___.., i i __.__ _ , ‘ i . __...; ce 0 ... _ • -- - • - --- - . -......- ' I _ ----- I : --■ - 1 I 1 i • , 1 • I : -r- - . 1 , i ' • ... 1 i i ____t___i_____L„..,._ , CAI COMMONMEALTII ASSOCIATES INC. rCLIENT CALCULATION SHEET SHEET $-OF SUBJECT JOB NUMBER CALC. BY/DATE CHECKED BY/DATE REV. 2)2fI , • , 1 4- = • . • 1 kiz 44)=- 12- 2' j • - I I I I t i .r 1 - 1 , , I , 1 9' _Ha_ t i 1 C 1/11 C (4_1 ; r -4 ' J I III I 1 , , -r---i- ? , ..__. - .. 1 . 1.....-- ; • H I I je- : ■ I , ....—■ i --1. i 1 m ...... ,....' • .... L -.1 I i , i ! ! ! 3 15-71 3Y4.CiPo • ! - .- i• - --,- - t I _• : . : , 64Z ;,957.1•41,9,7-°;',0"- : - C.'1 -•'.51--434/-,47-:/i/ d., .L_ Backup Data 1PW r..% .......1 I, al.1,f...asdos SOIL St>rnnetunre DU OM USWest Site #SIEA -4 9 ILookn ®g Northwest Structure C) r PROPOSED U.O. POWER/TELCO ROUTE 1 I� 1 1x PLUG ANTENNA NFORMATIOM 1 USWEST ANTRIMS 7 ANTEi1WLS PER SECTOR 5 SECTORS. 6 TOTAL C.L. OF ANTENNAS 0 56' -0' 'USWar NNN:ELL EOUIPM(JT, ANTENNA A7MIfMS 5- .0' 4.6.0.1. T -180' R 6.0.1. 2- 520' 2' 9.0.1. AV,204.4 UODFI I 6 2- 5v3.= 20= 000PI.4 Y. SOMA AP17- 1900/0510 8.0. SCL LA A. A_ :t1 I 5 I I PROPOSED POWER/ METER DISCONNECT PROPOSED CPS er I LOCATION PROPOSED ISOLATED TRANSFORMER P 1 1 1 nvER 1 LST inf 5 TOW 126' -0' dc 320 ANTENNAS ELF/. 58 -6' T.O. OF 180' ANTENNA; [� ELEV. 57' -9' C.L OF ANTENNAS ELEV. 56' -0' . (5) '26' -0' HIGH SCL TCwE8 PROPOSED MANUAL x -FER SWITCH & HUeBELL PLUG 1 3 OSOUTHWEST ELEVATION SCALE: 1 /8' -I' -0' CRAZE PROPOSED ISIJIEO TRAN5FDRME.R PROPOSED USWEST ANTENNAS PROPOSED WA:Al 1 -FER SAOCH 8 HUBBELL PL':G PROPOSED CPS LDGDCn PROPOSED USAEST EOU:PME'IT T PROPOSED POWER/ METER DISCONNECT PROPOSED TELCO OEuARN GRACE ® SOUTHEAST ELEVATION GRADE O 5 SITE PERSPECTIVE SCALE: N.1.5. r 1 1 1 1 1 1 1 Standoff Wireless Frame for Three Antennas on Vertical Angle Leg Standoff Wireless Frames support three panel antennas with a maximum center -to- center antenna spacing of 10' (3.048 m). Included antenna - mounting pipes are pro- vided in the lengths shown. Frame mounts to a range of angle sizes on 4 -leg towers and include a stabilizing rod, 2 -3/8" (60 mm) diameter x 13' 4" (4.064 m) long. Frame features: Installs to vertical angle: Face width: Stabilizing Rod: Galvanized 2-1/2" x 2 -1/2" (64 mm x 64 mm) to 6 "x6" (152 mm x 152 mm) 10' (3.048 m) Included Design loading, per EIA -RS- 222 -C, is for 100 mph (161 km/hr) and 12" (13 mm) of radial ice. The Wireless Frames support three panel antennas with up to 8 -ft' (0.74 m2) of flat -plate equivalent area each, a maximum wind load of 3201b (1,423 N) per antenna. Stabilizing rod, 2 -3/8' (60 mm) x 13' 4' (4.064 m) long Vertical angle leg: 2 -1/2' (64 mm) x 2 -1/2' (64 mm) to 6'(152 mm) x 6'(152 mm) 2.3/8' —1 mounting (60 mm) OD 4 5-3/8 antenna- -1 pipe (included) 1'•(1.356 m) 2' 9' (838 mm) (typical) Length, antenna - mounting pipe Product • Antenna- Mounting Number Pi .e len . th 99291 5' 6" (1.676 m) 500 Ibs (226.8 kg) 99297 7' 0" (2.134 m) 515 Ibs (233.6 kg) 10'0' (3.048 m) face width Wei ht 1 valmont MICROF1ER Standoff Wireless Frame without Tower Mounting Hardware Standoff Wireless Frames support three panel antennas with a maximum center -to- center antenna spacing of 10' (3.048 m). Included antenna - mounting pipes are 5' 6" (1.676 m) long. Frame mounts to pipe -leg or angle -leg towers with a Pipe Mount Adapter Kit (p. 15.04 - 15.08). I A Pipe Adapter Kit is chosen to fit the Frame's 2 -7/8" (7 mm) OD vertical pipe. A stabilizing rod, 2 -378" (60 mm) diameter x 13' 4" (4.064 m) long is included. Frame features: Installs to vertical pipe or angle with Adapter Kit Face Width: 10' (3.048 m) Stabilizing Rod: Included Galvanized Design loading, per EIA -RS- 222 -C, is for 100 mph (161 km/hr) and 1/2" (13 mm) of radial ice. The Wireless Frames support three panel antennas with up to 8 -ft= (0.74 m2) of flat -plate equivalent area each, a maximum wind load of 320 lb (1,423 N) per antenna. 2.7/8' (73 mm) OD vertical pipe 3' 1.3/16' (945 mm) 2.3/8' (60 mm) OD antenna - mounting pipe (included) i Stabilizing \ it I _'1 rod. 2 -3/8' — (60 mm) x 13' 4' ��� (4.064 m) long -�r i /�,`��� 1 ; 5' 6' �/� • ` I (1.676 ml "A' (838 mm (typical) ) 10' (3.048 m) if ace width Product Number B2072 5' 6" (1.676 m) Antenna- Mounting Pipe - length Weight 380 Ibs (172.4 kg) 1 1 1 1 valmontW MICROFLECT Part list No price 92422 S55.00 92424 5165.00 92425 535.00 92427 595.00 92428 5120.00 92429 S305.00 92430 5365.00 92431 5445.00 92432 5450.00 92433 5455.00 92435 5410.00 92436 5755.00 g1500 5325.00 92501 S630.00 92502 S885.00 92503 S1505.00 92504 51635.00 92505 5119.00 92506 5130.00 92507 5151.00 2.00 18.00 22.00 83.00 115.00 95.00 99.00 105.00 93.00 125.00 157.00 283.00 429.00 728.00 932.00 44.00 45.00 74.00 92508 5167.00 81.00 92509 S194.00 99.00 92510 S359.00 176.00 92511 5470.00 269.00 92512 5692.00 405.00 94001 S77.00 18.00 99019 S2420.00 636.00 99020 S2670.00 831.00 99021 S2900.00 954.00 99022 53090.00 1367.00 99024 S1950.00 380.00 99027 53215.00 • i 1500.00 99137 580.00 31.00 99138 565.00 26.00 99276 5525.00 328.00 - 99277 5525.00 22 5.0 99278 5625.00 542.00 99279 S162.00 41.00 99280 5375.00 250.00 99281 5385.00 260.00 99282 5420.00 314.00 99283 5390.00 170.00 99284 5465.00 170.00 99285 5590.00 398.00 99286 5640.00 443.00 99287 5290.00 183.00 99288 S315.00 200.00 99289 5505.00 380.00 99290 5830.00 434.00 99291 5995.00 568.00 99292 5435.00 275.00 99293 5472.00 305.00 99294 5615.00 422.00 99295 5280.00 160.00 99296 5305.00 170.00 99297 51020.00 581.00 99298 5835.00 455.00 99300 53555.00 960.00 99301 $4425.00 1110.00 99302 54590.00 1260.00 g43 n and page 10 10 24.10 24.09 24.09 24.09 24.09 24.10 24.10 24.10 24.09 24.09 20.03 20.03 20.03 20.03 20.03 20.05 20.05 20.05 20.05 20.05 21.06 21.06 21.06 21.08 9.03 9.03 9.03 9.03 9.03 9.03 15.03 15.03 15.13 21.04 21.03 21.04 21.01 21.02 21.03 21.05 21.04 18.03 18.03 18.01 18.01 21.02 18.02 18.06 18.02 18.02 18.03 15.12 15.12 18.06 18.05 20.06 20.06 20.06 Part List Qty per No price Package weight section and page catalog 43 99303 54750.00 99304 5355.00 99305- USS170.00 99305 -xx call 99306 -US 5270.00 99306 -xx call 99312 54,695.00 99313 57,580.00 99314 5135.00 99320 5615.00 99327 99393 99485 99486 99487 99514 99515 99516 99517 99518 99520 99521 -Grn 550.00 99521 -Gry 550.00 99521- Wht550.00 99572 5115.00 99523 550.00 99524 5120.00 99525 S120.00 99526 5150.00 99527 540.00 99528 5250.00 99529 510.00 99533 5575.00 99540 5340.00 99542 5710.00 99544 S105.00 99545 5415.00 99546 5395.00 99547 5450.00 99548 5420.00 99549 5935.00 99550 5876.00 99551 5886.00 99560 5720.00 99561 5730.00 99575 566.00 99577 5120.00 99589 51075.00 99590 51075.00 99591 5260.00 99597 5165.00 99599 51170.00 B101 S63.00 B106 536.00 B123 510.00 B126 5123.00 B126X 5108.00 B130 592.00 B135 511.00 B139 59.00 5544.00 530.00 5185.00 5205.00 5240.00 5650.00 5735.00 5865.00 5970.00 5110.00 5260.00 1410.00 20.06 175.00 20.07 4.00 20.06 4.00 20.06 7.00 20.06 7.00 20.06 3.130.00 22.12 5,105.00 22.12 71.00 22.10 411.00 18.03 367.00 18.02 16.00 17.20 85.00 17.20 97.00 17.20 127.00 17.20 288.00 20.01 • 345.00 20.01 510.00 20.01 610.00 20.01 35.00 20.02 106.10 25.02 4.00 25.02 4.00 25.02 4.00 25.02 46.00 25.03 5.00 25.03 31.00 225.04 31.00 25.04 42.00 25.01 3.00 25.01 80.00. 25.02 4.00 25.02 192.00 20.01 330.00 22.01 750.00 22.Q3 22.04 381.00 22.02 356.00 22.02 386.00 22.02 362.00 22.05 712.00 22.05 618.00 18.07 620.00 18.07 515.00 18.07 517.00 18.07 69.00 22.02 97.00 22.02 700.00 19.01 700.00 19.01 170.00 19.01 53.00 19.02 715.00 19.02 4.00 7.01 18.00 4.04 3.00 2.01 105.00 3.06 94.00 3.06 105.00 3.05 3.00 2.01 10 0.30 14.13 Price Lis 1 1 1 1 1 1 1 1 1 1 1 Adjustable Slope Pipe Mount for Pipe Leg Towers Adjustable Slope Pipe Mounts for dish antennas and Wireless Frames (section 18) mount adjacent to the vertical or sloped legs of pipe -leg towers and accommo- date leg slopes from 0° to 19 -1/2 °. With the Pipe -Leg Clamp Kit (p. 15.08).these 4-1/2" (114 mm) OD Pipe Mounts attach on, up to a 10 -3/4" (273 mm) OD pipe. Materials are hot -dip galvanized after fabrication. This pipe mount is designed to support an 8' (2.438 m) diameter antenna at a 100 -mph (161 km/h), 40 psf (1,915 N /m=) wind, or an Antenna Mounting Frame with a maximum lateral load of 2.7 kips (12,010 N). 4 1/2' (114 mm) 00 pipe 1' 8 -1 / (514 mm) Pipe leg 4' (102 mm) 5'(1.524 m) Product Number 1' 7 -7/8' (505 mm) Pipe -Leg Clamp Kit (p. 15.08) ordered separately Description B2183 Adjustable Slope Pipe Mount .r valmont* MICROFiEcT Adjustable Slope Pipe Mount for Angle Leg Towers Adjustable Slope Pipe Mounts for dish antennas and Wireless Frames (section 18) mount adjacent to the vertical or sloped legs of angle leg towers and accommo- date leg slopes -from 0° to 19 -1/2 °. These 4 -1/2" (114 mm) OD Pipe Mounts are available for angle sizes from 2 -1/2" (64 mm) to 8" (203 mm) Materials are hot -dip galvanized after fabrication. This pipe mount is designed to support an 8'(2.438 m) diameter antenna at a 100 -mph (161 km/h), 40 psi (1,915 N /m2) wind, or an Antenna Mounting Frame with a maximum lateral load of 2.7 kips (12,010 N). 5'(1.524 m) OD p (114 mm) OD pipe Width Angle leg Product 3 -Leg Number For Angle Size B2071 a' (102 mm) 1' 7 -7/8" —`\ (505 mm) Width 2-1/2" (64 mm) x 2 -1/2" (64 mm) 1' 8 -1/4" (514 mm) to 8" (203 mm) x 8" (203 mm) Product 4 -Leg Number For Angle Size 99295 Width 2-1/2" (64 mm) x 2-1/2" (64 mm) 1' 8 -1/4" (514 mm) to 6" (152 mm) x 6" (152 mm) 8" (203 mm) x 8" (203 mm) 1' 11 -1/8" (587 mm) II!,lay-.5-9T.: 04:26:71 rcm-US WEST WIRELESS LLC +4254516310 T-399 P 03/03 F-146 TSCALA ANC AMERICELL: Tnese paneis are me, iatest in Scata's senes cf protess.oral an:enna proaucts for PCS ana similar appi:cationi :n tne 1850-.1990.MHz clang featunng • Patentee manufactunng teonniques wan mazeriats selE-ctea ter .ong no • ct..pe;:o: iCc1r,cai aerformance, wan low VSWR. wide Landw Ar.n fiat frequency responSe, an externeiy iow proa,c:s • An extremely (ow prof:ie aes■gn proviaes min;mal vsuaI ▪ A. Sri, components are DC grounded to minimize Iigntring carnage • R-giged stainieSS Steel hardware an special fiberglass racornes ensure an e.ctenaed servsce Ida ' Specifications: Fre.:_enci ra: ge .rr.pecance R :650-199C MMZ ibrozooanal 17 a& 50 arms 1 3 /24.20,.; IM2: dEc Ver.:cat :.1no P(:v.;■• r -2:are 63 .legrees (nait-cower-; E-piefle; 8 5 Jegrees thaii-power) oo-s-t 2 oaGre-es 7; C:N fernate >25 clEi 200 warts (at 5C‘C) S'liC r ‘2. 4r=3 8 2 :o ;3 7 kG) 38 9 A 6 1x 1.4 .r.cnoS ;see. A 1St. x 35 mm) 1 65 rt (0 153 m-) 120 mpn (200 tcpn) 53 x 8 x 8 incnes (1346 A 203 x 152 mrr.) eve gr: 12 lc (5.4 rs) M)...-.1.7; Fixea ana ult-mo.At options are a,..aga o;a for 1 2 to 5.3 incr. (30 to 135 ;rm.: 3D masts Pane! wir.nout electrical cown:lit c-an pe:nyer.ea Contac:Scabaregarci:lc .nneo mounting of mcce:3 fl e;ectocai COwmi r9 .ers6 !o, .jar 4110cm:it:on — — miacnizr.:oai cet.;:,),;-:;oasect on env;ronrnenral conal:lor.s as stipula:ea '11 EA 22 .;..,ne 1996; anctior ETS 300 019-1-4 wil,Cri ,nc;...tne Uie stacc roan imposea on an an:enna v.ir-,J at maxim..an Enyin.iering Secton or the catzog ror r44-mercetz.,.is SCALA ELECTRONIC CORPORATION Post Ott:cc Box 4580 Pnone. (541) 779-6500 Mecitord. OR 97501 (USA) Fax: (541) 779-3991 ntipwwww.scala.net 10143.P 'API 7-1900/063D 63° PANEL ANTENNA • 17 dBi gain 1850-1990 MHz (broadband) 0° or 2° electrical downtilt e•-••••••••---1. • .-` "7-.. • ,-. •7- ; • 11-plane honzontai pate m - V-poianzar_roc. '••••1 E-olane Vert= pattern - v-polanazon (nom ;Am 2 erectn= downuil) AmERICEL:. a rev:mho war:lam, or 2toccron.c C.4Ipur .on Scala Elactronic Corporation ts j momoar or Ina Karnrain Group F-on-US WEST 'IlRELESS LLC +4254516310 T-399 F 02/03 F-146 - AMIN 1.1 N•,.. -a. Electrical Mechanical Fiat. Arez. 5 cri: 100 •61 ,;n; 60in A 12:r. A in (1 :32.4 cm 20 5 cr. 130 :npn .:26; 3n' (.46 i-; _Ps (640 27 its (12 2 sc) i,.S r-'ate,-.1.-a:rncer 5 757 246 af:d iray ...4 Crl) - - \ . • 40' 3 ,r..cn 5.2 .ncr, 0 D 12 7 - i 3' - ap.a.-. or 2 ar.:en7...as 512' acart :22' apar. 45 0 0 pcii. •■•.: MCCE: n rr-Le;- 27C- 159' 0' [7..cwntlit so. -1177(1\ 7')G. ISSP-28 -00 09.38 FROM. ID.88 PAGE 1/4 sender info fax cover sheet September 26, 2000 Qwest Wireless LLC 450 -1101" Ave, NE RM#209 • Bellevue, WA 98004)) • phone (425) 451- 8043•fax (425) 451 -8310 TO; DEAN SCOTT P.O. Box 247 LaConner, WA 98257 -0247 FItOM:MARK M. LORIO 450 -110th Ave, NE Rm 209 Seattle, WA 98004 COMPANY: COMMON WEALTH ASSOCIATES INC. OWEST WIRELESS CAI CC: MOBILE: 425 -632 -2127 OFFICE: 426- 451 -6043 FAX NUMBER(968) 466 -1744 RE: PROPOSAL DETAILED ATTACHMENT ANALYSIS SEAS459 PHONE NUMBER: (360) 466 -2214 TOTAL NO. OF PAGES INCLUDING COVER: 4 Comments: Dear Dean, Here are the cut sheets you needed for the antenna mounts and the coax mounts. I've put an x next to the equipment that we will be using on the tower. Hopefully these will help you out. Call me if there's anything else. Sincerely, Mark Lorio A&E Coordinator W &H Pacific Representing Qwest Wireless; URIMEST now i.J /9 /.,‘ /0, 'SEP -28 -00 09.39 FROM. valmant9 MICROFLECT Wireless Frames or Vertical Tower Leg or Pipe Mount Vireless Frames support panel antennas and mount to the vertical leg of a tower or to a pipe Mount when the leg Is sloped. The Wireless Frames vary in the width of the ace and in the number of antennas they support. Wireless Frames include 2 -3/8" (60 min) OD antenna - ounting pipes, available in several lengths to match the ength of the antenna. These pipes mount to the Frame r with 0-bolts and can be positioned on: the Frame as equired for antenna separation. Vireless Frames normally mount directly to a vertical pipe -leg or angle -leg tower. When the leg is sloped, a 4 -1/2" (114 mm) OD Pipe Mount, (p. 15.06- 15.07), in for the slope, providing a vertical pipe for ounting: Additionally, a Standoff Pipe! Mount, (p. 15.01), can be utilized if the tower interferes with adjusting the came to the required azimuth. A stabilizing rod, fur - ished standard with some of the Frames, secures the Frame at the desired azimuth_ ireless Frames can also be mounted bn other structures at have a 4 -1/2" (114 mm) OD pipe Mast, such as Wall ounts (section 16), Monopoles (section 20), and ooftop Tripods (section 21). esign loading, per E1A- RS- 222-C, is for 100 mph 161 km/hr) and 1/2" (13 mm) of radial ice. The Wireless Frames support panel antennas with up to 8 -ft0 (0.74 m') If flat -plate equivalent area each, a maiimum wind load f 320 lb (1,423 N) per antenna. 1 D 88 PAGE 2/4 1 1 1 1 1 1 1 Antenna Support Structures leireless Frame for Two Antennas on Vertical Pipe Wireless Frames support two panel antennas with a maximum center -to- center antenna spacing of 10' (3.048 rn). Included antenna mounting pipes are provided in the lengths shown. Frames mount to three pipe diameters. A B1706 Stabilizing Rod is required when mounting Frames to a- Standoff Pipe Mount (p. 15.01). Frame features: Installs to vertical pipe: 2 -3/8" (60 mm) OD, 2 -7/8" (73 mm) OD, or 4 -1/2" (114 mm) OD 10' (3.048 m) Optional 031706) Face width: Stabilizing rod: Galvanized Design loading, per EIA- RS- 222 -C, is for 100 mph (161 km/hr) and 1/2" (13 mm) of radial ice. The Wireless frames support two panel antennas with up to 8-ft= (0.74 m2) of flat plate equivalent area each, a maximum wind load of 320 lb (1,423 N) per antenna. 2.318' (60 mm) 00 antenna- mounting aloe (included) Length, antenna- mounting pipe Vertical pipe toe or pipe mount: 2.3/8. 160 mm1 O0. 2-7/8'173 mm) OD. or 4.1/2- (114mn)OD 2 -3/8' (60 mm. 00 pipe 10' (3.048 m) (see width 3. 914 mm) (typical) Product Number Antenna- Mounting Pipe length Weight 99287 5' 6" (1.676 nt) 183 Ibs, (83,0 k ) 82145 7' (2.134 m) 195 lbs. (88.5 kg,) 99288 3' 6" (2.591 tit) 1061bs. (93.41:6) n� 1 ISEP -28 -00 08,38 FROM. 1 valmont MICROFLECT :11kk Angie 4 -Leg Support Clamp for transmission line Clamps provide support for either six Cushion Hangers, six Snap -In Hangers, or two Coax: Blocks. Material is 3/16" (5 mm) galvanized steel. r —Holes also provided ter b Snap -In Coax Blocks Butterfly and hardware\ Hangers and I not included Cushion Hangers or 2 Coat Blocw 1 1 1 1 1 1 1 1 1 li 1 1 1 1 D 88 PAGE 3/4 Transmission Line Support Systems Cusn,an Hangers and hardware not included i 00 6nap In Hangers not included Product Number Leg Size in (min) 131258 81472 2(51)x2(51)&3(76)lc3(76) 7 Snap -1n Hangers 81473 3- 12(89)x3- 12(89)S4(102)x 4(102) 91474 (12.7)x5(127)&6(152)x6(152) 81475 8 Q0a) N 8 (203) Climbing-Ladder Support Bracket for transmission Tine The Bracket supports up to seven Snap -In Hangers for support of coax transmission in on climbing ladders built with vertical angle members. The Bracket attaches w angle sizes from 2 -1/2" (64 mm) x 2 -1/2" (64 mm) to 4 "(102) x 4 "(102) and may )hour... on either leg of the angle. To use cushion hangers, B1757 (p. 6.01) will convert the 3/4" (19 mm) diameter hole to enable the use of 3/8" diameter hardware. Galvanized. Snap -In HanpgCr not inetuded -Leven 3t4" (19 mm) diameter holes tar Snap -In Hangers —Ladder rung Climbing ladder angle rnd Product Leg Size Number in (mm) 91558 2-1/2 (64) x 2-1/2 (A4)10 4 (102) x 4(102) Cluster Support Bracket Bracket models support either Cushion Hangers or Snap- In Hangers and are fabricated from 1/8" (3 mm) hot -dip galvanized steel. The Bracket mounting hole is 9/16" (14 mm) diameter. The B2211 is 10 -1/4" (260 Inn) long. Product Number Accommodates 131258 7 Cushion Hangers 81259 7 Snap -1n Hangers B2211 A Snap -In Hangers Installation Examples Transmission line runs can be clarnpt-d dirc:ctly to a round tower leg or diagonal, as shown (Fig. A), by using two clamp heads back-to back. The clamp heacis must be bolted together (Fig. B) before installing either the Cushion Hanger or the adjustable Clamp. Threaded rod standoffs may be used to extend the transmission line away from obstructions, for either angle -leg towers (Fig. C) or pipe -leg towers. Cushion Hanger Pgonal tower member Use 8238 Screw and 3864 Nut to join clamp heads 8185 Adjustable Clamp 8399 Clamp Heed Trammras,on- line figure A 318" Thre,oed hoc B1292 Crag 8298 Screw and Lockwa¢ her 318" B399 Clamp Head - lyre sin 318" hardware Figure C 8185 - Adiatekle Clamp figure B 81576 Unlver!::tl Clamp OCT -02 -00 07.49 FROM. 0 ri NON xed glhiSOd m x A 2 9 ID. B valmontW MICROFLECT X Adjustable Slope Pipe Mount for Angle Leg Towers Adjustable Slope Pipe Mounts for dish antennas and Wireless Frames (section 18) mount adjacent to the vertical or sloped legs of angle leg towers and accommo- date leg slopes from 0° to 19 -1/2 °. These 4 -12" (114 mm) OD Pipe Mounts are available for angle sizes from 2 -1/2" (64 mm) to 8" (203 mm) Materials are hot -dip galvanized after fabrication. This pipe mount is designed to support an 8' (2.438 m) diameter antenna at a 100 -mph (161 km/h), 40 psf (1,915 N /m2) wind, or an Antenna Mounting Frame with a maximum lateral load of 2.7 kips (12,010 N). 44/2' (114 man) Angle leg OD pipe Product 3-Leg Number For Angle Size Width 82871 2 -1/2" (64 mm) x 2 -1/2" (64 mm) 1' 8 -1/4" (514 mm) to 8" (203 mm) x 8' (203 mm) Product 4 -Leg Number For Angle Size Width 49295 2 -1/2' (64 mm.) x 2 -1/2' (64 mm) 1' 8 -1/4" (514 nun) LO 6" (1 52 mat) x 6" (152 mm) 99296 8" (203 mm) x 8' (203 mm) 1' 11 -1/8" 087 mm) LL// PAGE • • x 1 41114,4. "'''!'{)ic.:•-•"':;.,*;.7,' I 1• NN jI 1 I 0 g.M.EL -1V. - - - - A Dll ° /SO TOWEQ.NO. N- 17_FTAT10N LINE ANGLE. — 7G +4.5 TOWER HEIG ". T TO LOWEST ARM. 50 BODY TYPE..-- � - -- D'wic. No._ A ` _ = AizM 7YPE A - 1 D'W'G -. NO.__?�._1- - - - -- 1N5ULATO2 A55EM6LY— 6 TAPE S" SINGLE __ -RiiyG Oc TO-TAL.. NUMBER OF UNl .5 ON _ AS SEM6L`l DETAILS -DWG. H0._ T -10050 GROUND WIRE PEAK - Dwe No. T D- 10957 ELEV._ _ C12ADEL??L 60.00 E_LEV. �. o GRAD= 1712 L I 2. I Q.00 ©IOw`R GEI` T E� R.P EL EV. 10_06 I \ Et_E V._S.%6 - - -- / fI \ f, ‘r);O , Q. p E>_=_\1.J oi _ Ei_EVATlOf-15 AZ:a A.T SURFA.OE OF GQOLIN . C ADE:. A . GIVSN FOR WO12.14.lNG POWYS Or FOOTINGS. EXTENSIONS. Fa) CST I N G E • N6TFiI.D'W' .NO. FOUNDATION TYPE NC. 25 AE 3 EARTH RAE AFE 2 EXTENDED CoN,c. PEDESTAL. D -10160 25 RAE CITY OF SEATTLE LI�E--tTlNc DEPA� T i�laN v PAUL J. RAVERSupt. • SKAGIT ► RANSMISSION LINE - : - IOVVzR NO. N -17 ID'w'G.NO. TA- ) 070 STUn ANGLES FOR 'FOOTINGS For Type A Toners • 1,254 re cuir ec For Type E Towers . 158 BOLTED BOCK A TC EDRS For Type A Tctirers 24. For Tyne E Towers 12 ML E_,r.A; c TT ,:ceps as otherwise •specified, steel used in the con StructiOn of these towers" shall ccnfcrr to the recuirenents o° the Amc_ri ca•? Society for Testing Materials Standard Spec- 'icatiOns fo-r. Structural Steel for Erie es, Ser' al Desi na- tion d- 7 -36., with the following exceptions: • The yield t:cint shall not be lest than 45,000 bound! per •Scuare 1 ch . The steel stall have an e1on. ati -on in ei zt • inches of 20% for sections over one -half inch in thickness, and 22% for sections one -half inch in thickness and under. Test pieces ore-;half inch thick an . under shall.' enr^ flat upon themselves without fracture. • Wherever steel caret be furnished in eccer..-nce wig 'the above specifications, t}1e City•w it grant per ission to substitute Structural Silicon Steel ..S.T.M. Specificati A-94-36. Steel i n P ' hn-. bolts , Pa Type and N•oc ti nrs , she: V have an ultimate strength o•f 80,060 pounds per s ua_"e inch. Steel in plates Over One -1,121,f inch in thic ess may be S truC tunal Steel ?.S..T.M. A- 7-36. Should the contractor bid on the alternate C` MS OS desi`n, he shall give in his proposal the complete physical an. chemical properties of the steel he - v-oposes to use. It is desired that the towers furnished under these specifications be c_' the best and latest design and all .e- si'1- s submitted by birders • as alternates mist show careful consideration with reward to proportion, strength, districu. t ion o f stresses, app earance and ease ci erection end ship- ment. All work must be done in a thorough and .word -k✓ iueiin r and only work-•^°n thoroughly ski l l•ed i n their respect: trades shall be employe d upon the . wor k. • DESIGP: TOADS: Towers submitted under these specificaticns shall b+ designed to withstand the combined loads imposed by the dea` load of the co uc t cr under a half inch of raei a, 'ice, the trersvcrse- load due to wind an the iced conductor, tho tors. ional and shear loads imposed by a longitudinal pull of tr conductors an the same side of the tower limited to 0,000 pounds per conductor and wind pressure on the tower. • 8S. Detail Soec.Sc'Zed.I. Cont'd. . The unit loads 2.14e as follows: Conductor with 0.5 inch radial ice 2.236 lbs .pe_ Wind pressure on load conductor 1.426 lbs.per MaximuM conductor tension under above - oa ding ' 14500 pounds dind on tower: 13 pounds per square foot on 1.5 time the jected area of one face. p- °- Lonoitudinal pull due to broken .conductor 6000 pounds' on each of three broken conductors cm the sane side of the tower The actual tower loads have been derived frcmi a study been ar- c_f the line profile and the unit loads above given. study of Tension members of cross arms shall be develop the maximum l 1 be proportioned to .uax_m allowable .stress in the horizontal arm mem- bers, . but need not exceed 10,000 pounds. corresponding to . a test load equal to the breaking strength of a single insulator string. TEST LOADS: • - i ft: The above loads shown. on the TEST LQ D . ST SS=S : • 4.1 towers the contract .draw n,. case shai l the s the yield point cf the leads shown. loads are ri'i.Iltip lied b- 1.5 to obtain the � drawings. n €s. - tes, shall be designed for the test loads gs accompanying. these specifications. shown or In no ss in any member or corn ecti cn exceed the steel when the tower is subjected to the test ALLOWABLE UNIT S?R.ESSES 1717.77P. TEST LOADS: The towers . shown on the contract signed us'r5 the .followin stresses: allowable unit sesses Tension y- ., C l e bending: 45,000 pounds per scu_Te inch (30,000 poundsr care inch for members con ec to n by �c� one leg.) „g. Cc essi o-n ecuals 4� 000 - 1 _ S V , V J A-g.les connected by one leg, 30,000 - 110 - (cITyra .h -ve been DESIGN) T Bear—n .: Bolls 75,000 pounds Der square in ±SL' . Maximum Maz "rum Bolts 37.,500 pounds per sq re, ; nch-. 1 —cf leg members equals 150. 1 of members csrryi nz calculated. r Al field connections Maximum bolt sizeh5 /8 Maximum of members arm bolt size 3/4 stress - 200 per carrying no calculated stress -.250. bolted. inch for towers type A and B. inch for towers type C and D. 84 de- .• PLC' 1G ETD DL.I cy: To,: e.r 142;lb::rs shall be dol i rar oa ttnassombled, shall b‘i the = es cohsibility \of ' e t h contrac t cr tD 'sort an assemble,. and ic. nti fy the' nayariels' f or each t �o . - wer, in t order in i ct . dal ivar is fo Like. l cmbe a. of each tower .shall bo' bundled and . sc= cutely tied to then' The Diecc number s=ell be stencilod in char . act:;rs 1 -1/2" high or the outside of each bundle near the ark s taap d in the steel • Bolts and nuts including thus•.^, furnished in.cxccss of not count, togeth i th. Smn11 Darts, s.n 7=1 1 be pecked in' kegs or boxes strong enough to resist rough handling. , Each size of bolt &ha 1 be sacked separately within the outer con - aincr. Complete toter structures ..- th bolts and nuts be includ'.'.d in each CO l i Ti ory PCT S OF DE LE V y Tai City Will accept del :ivory a?• SYeel r • shed under this. schedul B. 0. B. .ca:s, Seattle, Washington, for • delivery to the er' cticn contractor. The bid price for Sched- ule i shall l inc i uGe all cost of handling t o the F..0. .point designated. If steel is fabricated in local shops the bid price shall include the cost of leading on the erection •con - tr actors trucks .1n lieu of rail iroadcars should he elect tO tak : delivery in this „a,ncr i • . sh�,i, It is the erection Contractor specified and shall 'including demurrage BOLTS AND NUTS: intent, of these specifications that tl,P. shall take delivery cf the steal as above assume all subsequent handling charges, on railroad cars. . • Bolts and uts furnished shall conform to the fal- l=ing requirements: Stcel used in the bolts shall Cations for tov or steel as fol 1 ov s: cen•fcrn ta the soecifi- ,Steel shPl 1. c onf or . to the requirements of the -Lter- ican Socity for . TCSti ng Materials Standard Specifications S p eci fications for Struc.tral Steel for bridg35 , Serial. il - _/ -J6. with the • ..l.olloring exceptions : - wild Point. :; i i tstec1 for bolts shall c a± orm to the above except as to ultimate strength end yi eld point The yield paint stall not be less than -,/,57.000 pounds per square inch.- • • .88 DCLTS AND NUTS. .Cont' d. (b) Tensile .Strenk-th: . The maxi -um tensile strength shah not exceed 75,000.pounds, per .square inch. (c)lonEatioT. The steel shall have an elongation of not- less than 22%. in -eigt inches. Bend Testa Test pieces of the bolt stock shall bend . o-ld flat upon themselves without fracture of the outside of the bent Portion. . Material in nuts sh_li be free cutting steel. The nuts shall be capable of de-,veloving the full strength of the bolts: . The Bid Price for each item shall l include the cost of bolts' and nuts. .Bolts shall i be furnished 3% in excess-.of the net count and nuts i and ushers •5% in excess of net count.'. FORM yrlD SIZ.3S : ,411, bolts shall have American Standard sduare heads, full formed, Perpendicular to the rr s of tho bolt, prn ilea f Pram projecting fins. _ ..11 bolts shall have finished ends and shall have the innosh and grip ordered. . The grip shall be measured between the head and the face of the nut when the lat- ter is ran .on the full length of the thread by ho.nd, . and shall l .be within cne- sixteenth of an inch (i /15 ") of .the lengths-spec- ified. ; re ads sill be - Amneri can • Standard Screw Threads • coarse scrieS machine cut , and the bolt shanks full size, standard mill tolerances permitted.. . • Nuts shall be American Standard, hexagon in -fcnm, tapped,. chr*rrr�Ted and trimr °d. .The th=ad shall be full fonMed, and have its axis perpendicular to the face o_' 'the- nut. FITS: Nuts shall havo . a free fit so that t he y lna y be run the entire length of .the th_reod with the rimers, yet without unnecessary looseness. . Nuts play be retapoed a_ftey galvanizing. aethreadijg oj' the bolts wi ll .not be a? lon.d: GALV ZSNG : Galvanizins. of ali Materials, including bolts and nuts, .furnished under this schedule shall comely in every de- tail ' •ith the requirements of the American Society for •Test - ing Materials Standard. Specifications for-"Zinc" (root- ga_lvon- ized) coatings on Structural steel si apes, plates and bars, :?.nd ,their products, Serial Designation A123-33., ..All Galvanizing .shall be .done after fabrication. . 80' SEATTLE CITY LIGHT POWER SYSTEM ENGINEERING INFORMATION - 1998 OTHER CITY LIGHT TRANSMISSION WITH OTHER UTILITIES 115kV TIES WITH OTHER UTILITIES The output of Cedar Falls Plant is transmitted to PSE at 115,000 volts and to Seattle by a 230,000 volt tie with PSE. CF -FA from Cedar Falls Plant to Fairwood Substation (PSE). The City Light portion is 397.5 kcmil ACSR on single- circuit wood/concrete poles, line post construction. CF -RA from Cedar Falls Plant to Rattlesnake Lake tap (PSE) in Puget's I.P. #1 Line. Seattle's portion is line post construction on wood poles. OTHER CITY LIGHT 230kV TRANSMISSION LINES MV -SK from Maple Valley Substation (BPA) to Snoking Substation (BPA), constructed of 795 kcmil ACSR on double-circuit steel towers, except for BPA portion on single- circuit steel towers. SO -DE from South Substation to Delridge Substation. Constructed of 795 kcmil SAC on single-. circuit steel poles and the underground portion is0.9 miles pipe cable. DU -DE from Duwamish Substation to Delridge Substation constructed of 795 kcmil SAC on single - circuit steel poles. SO -EP SO -MA from South Substation to East Pine Substation is 0.85 miles of overhead, 795 kcmil ACSR on double- circuit steel towers from South Substation to Beacon Hill Terminus and 4.22 miles of 2500 kcmil copper conductor pipe type cable from Beacon Hill Terminus to East Pine. from South Substation to Massachusetts Substation constructed of 795 kcmil ACSR on single circuit steel poles. CR -SO from Creston, u s bon to South Substation is 5.38 miles of overhead 795 kcmil ACSR -----) on double circuit steel towers. DU -CR from Duwamish Substation for 1.11 miles on double- circuit steel towers and 1.17 miles into Creston Substation on wood H -frame towers. The conductor is 795 kcmil ACSR. _�.. <�" �-' . `. ' .. .. - -- n..... .. - - - . "1M.w7?- c Beacon Hill Cable Terminus .� 47 SEATTLE CITY LIGHT TRANSMISSION LINE DESIGN CRITERIA (3/31/99) Tower DU 0/50 Load Conditions • NESC (National Electric Safety Code) Medium, maximum working conductor tension = 14,5001b. _ • Extreme wind, 80 mph at 60 deg F. • Broken conductor, assume any two conductors broken that will result in maximum stress in the tower, the broken conductor tension shall be 9,000 lbs., each. The remaining conductors and the tower shall be loaded to NESC Medium conditions. Use the following overload factors: 1.0 for longitudinal Toads; 1.0 for transverse conductor tension loads; 1.75 for wind load; and 1.25 for vertical loads. Conductor: "Mallard ", 795 kcmil ACSR. Tower Design See drawing MTD 227 -2 for original tower design criteria. See pages 88 & 89 of Specification 530 for bolt information. Design Standards Design loading and tower strength criteria shall comply with the following standards (the more conservative code /standard shall apply): • 1997 National Electrical Safety Code. • ANSI /ASCE 10 -90, Design of Latticed Steel Transmission Structures. • ASCE Manual No. 74, Guideline for Electrical Transmission Line Loading. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 vc ::cral z Inet! nS Uctc • 7 IC= AND WIND LOADING_gARC Table V- ACSR - BARE (NESC Fourth Edition) - Continued ACSR loading - Pounds per lineal foot woad Cir ors AWG Number of sands Dian- eter, inches Light • Medium Feavy Con- ductor ± 0" ice Wv • Wind pres- sure 12 lb/ sc f `: Result- • at 0" ice . 12 1b 'wind We Con - ductor - y " ice Wv Wind pres- sure 8 lb/ sc ft W n I Result- I ant �1 "ice 8 lb wind We Con - duc :or • - 5d " ice Wv Wind 1 Result - ores - • ant sure i '-i" ice 8 lb/ 8 lb sc ft . i wind W I. We Al Steel Tern Condor • Drake MVln11nrd Crane Canary P.. aiT • Car-4innl Or;,oian ' Curlew Bluejay Fiacli Bunting Gracile Bittern .1:'-ie?Sant Dipper Ma. :a Bobolink Plover Nu-..:atcb Parrot Paot Lapwing Falcon Cl.ka 795000 795000 795000 795000 •874500 900000 954000 954000 1033500 1033500 1113000 1113000 1192500 1192500 1272000 1272000 1351500 1351500 1431000 1431000 1510500 1510500 1590000 1590000 1730000 45 54 26 30 54 54 45 54 45 54 45 54 45 54 45 54 45 54 45 54 45 54 45 54 84 7 7 7 19 7 7 7 7 '7 7 7 19 7 .19 7 19 7 19 7 19 7 9 19 7 i 19 1.063 1.093 1.108 1.140 1.146 1.162 1.165 1.196 1.213 1.246 1.259 1.293 1.302 1.338 1.345 1.382 1.386 1.424 1.427' 1.465 1.466 1.506 1.502 i 1.545 1.602 0.396 1.024 1.094 1.235 ' 1.126 1.159 1.075 1.229 1.165. 1.331 L260 1431 1.349 1.533 1.440 1.635 1.529 1.737 1.620 1.840 1.709 1.942 1.799 2.044 2.074 1.063 1.093 1.108 1.140 1.146 1.162 1.165 1.196 1.213 . 1.246 1.259 1.293 .1.302 1.338 1.345 1.382 1.3866 1.424 1.427 1.465 1.466 1.506 1.502 1.545 1.502 1.390 1.448 1.557 1.631 1.607 1.641 1.585 1.714 1.682 1.823 1.731 1.928 1.8 75 2.035 1.970 2.141 2.064 2.246 .2:159 2.352 2.252 2.457 2.346 2.562 2.627 • 1.304 - 1.442 1.516 •1.66 7 1 -5660 1.598 1.515 1.679 1.620 1.796• 1.729 1.911 1.332 2.027 1.936 2.143 2.038 2.258 2.142 2.373 2.243 2.458 2.344 2.602 2.650 1.042 1.062 1.072 1.093 1.097 1.108 1.110 1.131 1.142 1.163 1.173 1.195 1.201. 1.225 1.230 1.254 1.257 1.232 1.235 1.310 1.311 ..3~37 1.335 1.363 1.401 1.669 1.792 1.857 1994 1.907 1.945 1.878 2.024 1.982 2.140 2.089 2.253 2.191 2.36669 2.294 2.483 2.394 2.596 2.498 2.710 2.598 2.325 2.698 2.937 2.976 1.368 1.375 2.015 1.395 2.094 .1.405 2'.255 1.x26 2.150 1.430 2.193 1.441 2.111 1.440 2.284 . 1.464 2.230 1.475 i 2.417 1.497 2.354 1.506 2.546 1.528 1 2.470 1.535 1 2.676 1.558 j 2.588 1.533 '2.806 1.588 i 2.702 1.591 2.934 1.66616 2.319 1.618 3.062 1.544 2.932 _.6.44 3.190 1.671 3.044 1.663 3.316 1.696 2.331 1 3�_ _.,.3„ 3.319 2.451 2.522 3.6669 t 2,582' 2.624 2.555 2.7' 2 2.674 2.843 2.795 . 2.970 2.905 3.096 3.023 3.224 3.13E 3.349 3.250 3.475 3.361 2.601 3.471 3.725 3.300 City of Tukwila Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director SPECIAL CONDITIONS QWEST - STREET USE PERMIT Revised 9/25/00 This Street Use Permit is valid for 180 calendar days from the date of issuance. Nothing in this agreement shall relieve Permitee from any obligation to obtain approvals or necessary permits from applicable federal, state and City authorities for all activities in the Permit area. 1. Claims & Damages — In the construction, installation, repair, operation or maintenance of its structures and facilities, as covered by this Permit, the Permitee shall use reasonable and appropriate precautions to avoid damage to persons or property. Permitee shall indemnify and save harmless the City from all claims, actions or damages of every kind or description, including reasonable attorney's and expert witness fees, which may accrue to or be suffered by any person or persons, corporation or property to the extent caused in part or in whole by any negligent act or omission of Permitee, its officers, agents, servants or employees, carried on in the furtherance of the rights, benefits and privileges granted under this Permit. In the event any claim or demand is presented to or filed with the City which gives rise to Permitee's obligation pursuant to this section, the City shall within a reasonable time notify Permitee thereof and Permitee shall have a right, at its election, to settle or compromise such claim or demand. In the event any claim or action is commenced in which the City is named a party, and which suit or action is based on a claim or demand which gives rise to Permitee's obligation pursuant to this Permit, the City shall promptly notify Permitee thereof, and Permitee shall, at its sole cost and expense, defend such suit or action by attorneys of its own election. In defense of such suit or action, Permitee may, at its election and at its sole cost and expense, settle or compromise such suit or action. This section shall not be construed to require Permitee to: a) protect and save the City harmless from any claims, actions or damages; b) settle or compromise any claim, demand, suit or action; c) appear in or defend any suit or action; or, d) pay any judgment or reimburse the City's costs and expenses (including reasonable attorney's fees), 11.102004 to the extent such claim arises out of the sole negligence of the City. To the extent of any concurrent negligence between Permitee and the City, Permitee's obligations under this paragraph shall only extend to its share of negligence or fault. The City shall have the right at all times to participate through its own attorney in any suit or action which arises out of any right, privilege and authority granted by or exercised pursuant to this Permit when the City determines that such participation is required to protect the interests of the City or the public. Such participation by the City shall be at the City's sole cost and expense. 2. Insurance — Permitee shall maintain liability insurance written on a per occurrence basis during the full term of this Permit for personal injuries and property damages. The policy shall name the City of Tukwila as additionally insured and shall contain coverage in the following minimum amounts per separate occurrence: Personal Injury: Not less than $1,000,000.00 per occurrence combined single limit Property Damage: Not less than $1,000,000.00 per occurrence combined single limit Such insurance policy shall also contain a policy provision that it cannot be revoked, canceled or reduced without sixty (60) days advance written notice to the City, and Permittee shall annually provide proof of such insurance to the City Clerk's Office. 3. Coordination — All work by Permitee within the Permit area shall be coordinated with the Engineering Division of the Public Works Department to ensure consistency with future City of Tukwila Capital Improvement Projects and shall not commence without 24 hours advance notice to the City's Utility Inspector, Greg Villanueva, at (206) 433 -0179. 4. Construction Standards — Any construction, installation, maintenance and restoration activities performed by or for Permitee within the Permit area shall be conducted and located so as to produce the least amount of interference with the free passage of pedestrian and vehicular traffic. All construction, installation, maintenance and restoration activities shall be conducted such that they conform to the most current City of Tukwila standards in effect at the time that such activities take place. 5. Underground Installation Required — All telecommunication cables and junction boxes or other vaulted system components shall be installed underground in accordance with the utilities undergrounding ordinance requirements (Tukwila Municipal Code — Chapter 13 -08) which are in effect at the time of the construction authorized under the attached Permit. In the event that the undergrounding requirements are deferred for any new or upgrade construction or installation of wire or associated facilities, Permitee agrees by their signature and acceptance of this permit, to participate in the proportionate share of the underground trenching costs and underground conversion costs for any portion of the route taken by the work authorized in this Permit at such time in the future that the City constructs street improvements which include conversion of existing overhead utilities to underground. poo•soiM 6. Relocation — Whenever the City determines that it is necessary for any of Permitee's facilities or other system components to be moved or relocated to accommodate the maintenance, construction or enhancement of any public amenity in the Permit area, the City shall notify Permitee in writing of such determination, and Permitee shall promptly submit plans for such relocation. Within ninety (90) days of the approval by the City of the plans for relocation, Permitee shall relocate those facilities or structures designated by the City. All costs of moving or relocating such facilities or structures, including but not limited to costs for design, engineering and construction, shall be the sole responsibility of Permitee. 7. Removal or Abandonment — Upon the removal from service of any transmission lines or other associated structures, facilities and amenities, Permitee shall comply with all applicable standards and requirements prescribed by the City of Tukwila Public Works Department for the removal or abandonment of said structures and transmission facilities. 8. Performance Bond — The Public Works Director for the City of Tukwila reserves the right to require Permitee to obtain a performance bond for any work which the Director deems to pose a threat to any property or to public safety. Such bond shall be issued by a company licensed by proper authority of the State of Washington and shall be filed with the City Clerk's Office until release is authorized by the Public Works Director. 9. "One -Call" Location & Liability — Permitee shall subscribe to and maintain membership in the regional "One -Call" utility location service and shall promptly locate all of its lines upon request. The City shall not be liable for any damages to Permitee system components or for interruptions in service to Permitee customers which are a direct result of work performed for any City project for which Permitee has failed to properly locate its lines and facilities within the prescribed time limits and guidelines established by One Call. The City shall also not be liable for any damages to Permitee's system components or for interruptions in service to Permitee's customers resulting from work performed under any other Permit issued by the City. 10. City - provided Conduit — In those areas of the City where the City has installed its own conduit, Permitee shall utilize such conduit under separate lease agreement with the City. Such agreement shall be negotiated as to the specific terms and the lease shall be provided at a reasonable rate. Traffic Control — Detours within the City's right -of -way shall be in accordance with the current edition of the Manual on Uniform Traffic Control Devices. A traffic control plan shall be submitted for prior approval if requested by the City's Utility Inspector. 12. Open Cuts — For work within an improved public street, no open cuts shall be allowed unless specifically approved. 13. As -Built Records — Permitee shall provide the City with As -Built drawings depicting line and grade for all structures and facilities installed under this permit. Such As- Builts shall be in a form acceptable to the City and approved by the City prior to closure and sign -off of this Permit. 14. Permit Compliance — The failure by Permitee to comply fully with any of the provisions of this Permit may result in a written notice from the City which describes the violations of the Permit and requests remedial action within thirty (30) days of receipt of such notice. If Permitee has not attained full compliance at the end of the thirty (30) day period following receipt of the violation notification, the City may declare an immediate termination of all Permit rights and privileges. The demonstration of due diligence on the part of the Permitee may be grounds for the grant of an extension in the period during which compliance is to be attained; provided that, Permitee continues to pursue correction of any violations of the Permit noted by the City. 15. Emergency Actions — If any of Permitee's actions or any failure by Permitee to act to correct a situation is deemed by the City to create a threat to life or property, the City may order Permitee to immediately correct said situation or, at the City's discretion, the City may undertake measures to correct said situation itself. Permitee shall be liable for all costs, expenses, and damages attributable to the correction of such an emergency situation as undertaken by the City and shall further be liable for all costs, expenses and damages resulting from such situation. Any reimbursement of such costs to the City shall be made within thirty (30) days of the completion of such action or determination of damages by the City. The failure by Permitee to correct a situation identified by the City as a threat to public or private safety or property shall be considered a violation of Permit terms and each day that such a situation continues to exist shall be regarded as a separate violation. 16. Other Available Remedies — Nothing contained in this Permit Agreement shall limit the City's available remedies in the event of Permitee's failure to comply with the provisions of this Permit, to include but not limited to, the City's right to sue for specific performance and /or damages. (P:alice \SC QWEST — Street Use) 450 110th Avenue NE, Su ) Bellevue, WA 98004 Fax 425.451.6310 Qwest: 4/11/02 Tukwila Public Works 6330 Southcenter Blvd. Tukwila, WA 98188 APR 1 2 2002 PUBLIC WORKS ATTN: Joanna Spencer Re: Permit Number MI02 -004 Qwest Reference # SEA459B Dear Joanna: Per our conversation yesterday, I have enclosed a reduced set of the corrected drawings showing the telco route. The reason for the overhead placement is due to the area of the project. The line runs adjacent to Tukwila International Blvd. In this particular area, there are large industrial properties, all paved. I have also enclosed photos of the planned route and have highlighted the exact cable we are going to attach to and labeled the attachment poles in both the drawings and photos. Since it is near high voltage, Qwest Wireless is required to use fiber optic cable as opposed to the standard copper cable used for normal telco lines. Fiber is much smaller and will have minimal visible impact. Photo 3 (Pole A) is the pole where the telco line will begin. From there, if you go to photo 1, I have highlighted the route which continues on in photo 2 to the final pole where the line will drop down and be buried approximately 60 ft. from the transmission tower. If there are any concerns, please feel at liberty to contact me. Ch1i tian J. Pulver west Wire Real Estate Coordinator Qwest Wireless, L.L.C. 450 110`h Avenue NE, Room 209 Bellevue, WA 98004 Christian J. Pulver, Real Estate Coordinator: 425/451 -6181 FAX: 425/637 -0805 cpulver @gwest.com KATr1n nnA USA 0 "7 Proud Sponsor z cu 3 cm CD ,p!d \6517- d3S \009-10b eaS \eli Jdf'SIZO-3AW O _e. ov0.. C 01.9 a3 ‘3,_ .,.,...?_ °C cam- ��1. OF _ _° -tl �'�i+ — o'. r✓�® 9 00" ova 8 n'� 11 it ;Fltl �I } L.d ! QA APR -29 -02 13:43 FROM: ID 919 • o UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING PAGE 1/2 The proposed system upgrade at: 42.t S!1 772►.w•.KSi::t e. o. uv 6eiwieeif "Reef //oar- 61 Q..d'% war E requires :undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance. No. -1607; 'Caved u i;te.l�s4. LGG hereinafter referred to as "UTILITY" has demonstrated compliance with the Undergrou:ld Ordinance will create undue hardship if carried out as part of the system upgrade.. UTILITY is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding.; .,Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of thin rndergrounding, UTILITY waives the right to protest L.I.D. or U.L.I:D. °formation for :his cmdergrounding. UTILITY retains the right to contest the�method of calculating assessments in such L.T.D. or U.L.I.D. and the amount thereof to be levied against UTILITY.which would be within such L.I.D. or U.L_I.D_ This Agreement shall be recorded by. the City Clerk with the King County Auditor as required by Chapter 35.91 RCW: and :the .cost of said recording will be paid by the City. This Agreement shall be binding upon the parties,: their respective heirs, legal representatives, assignees, transferees and-successors. APPLICANT: App1i' 1 (Signature Appllcant riot Name) /$ D //U r <, Ac- age z9 Street Address _. ry46-) 43/ Phone . ( 1i 7906,c/ ;City, State, Zip I of 2 APR -29 -02 13.43 FROM: • STATE OF WASHINGTON County of !.z,► ID: 88 ) ss 5;c SU 221"5 ) • 0 On this day personally appeared, before me c ' l e to be known to be the individual(s) described in and who executed instrument, and acknowledged that he /she /they signed the same as voluntary act and deed, for the uses and purposes ,therein mentione sf-cn the within and foregoing his/her /their free and d. PAGE 2/2 Given under my hand and official seal this a 9 day of 6�J>�.L y� aan, • GCA S• `/q ‘1 • o NOTARY 12; • U —•- ....... _ ., • r • OF WAskV CITY OF TUKWILA: r blic Works Director.. S Jr.v. 1dbS • Priat Name ' NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT .yiilo zsteT4..St •SW 40SW4. rf1NT tac TEP.2 WA y. commission expires 12 pi J05 10..9 II 2.t:C62. ate -... Pap: 2 of stitho Paid • 0 • C) Attachment 1 Legal Description: That portion of the City of Seattle, Transmission Line Right of Way, lying southeasterly of the Duwamish River and northwesterly of Pacific Highway S. in the SE '/4 of the SE 1/4, Section 4, Township 23 North, Range 4 East, W.M., King County, State of WA. N (E) SCL UTILITY SOLE #11003E PROPOSED UNDERGROUND ` POWER AND TELCO ROUTE. • • 0 (E) SCL UTILITY POLE BETWEEN POLE #10803 AND POLE #10607 W /TELCO TERMINAL APPROXIMATLEY 534' -0 "± FROM NORTH PROPERTY LINE PROPOSED OVERHEAD TELCO ROUTE ALONG WITH EXISTING TELCO (E) SCL UTILITY POLE .- (E) SCL UTILITY POLE #10807 X14.. (Y..4,JEL rp • PROPOSED OVERHEAD POWER ,AND TELCO ROUTE N (E) SCk' UTILITY POLE #11003E (DISTRIBUTION) 're i , (E) SCL UTILITY POLE #11005 -EA, SET NEW TRANSFORMER PROPOSED OVERHEAD TELCO ROUTE WITH (E) POWER AND TELCO SERVICE (E) SCL UTILITY POLE #11003 -E • o) • ! UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed system upgrade at: Ai dewieeefrf SCL 0445 /°607 and / /o03 requires undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607, QWcst (.t)ire /toss LG . hereinafter referred to as "UTILITY" has demonstrated compliance with the Underground Ordinance will create undue hardship if carried out as part of the system upgrade. UTILITY is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding. Furthermore, if the L.I.D. /U.L.I.D. process is used to carry out the construction of this undergrounding, UTILITY waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. UTILITY retains the right to contest the method of calculating assessments in such L.I.D. or U.L.I.D. and the amount thereof to be levied against UTILITY which would be within such L.I.D. or U.L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. APPLICANT: Applican (Signature • rti Applicant ('rint Name) /Sv Street Address Page 1 of 2 Date 0?-5) cis( Phone g€ ikL, ��r� 9E.00 cf City, State, Zip • /` STATE OF WASHINGTON ) )ss536 County of 4;1, ) On this day personally appeared before me to be known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed, for the uses and purposes therein mentioned. • E5LI 220 Given under my hand and official seal this ,2r9oa. �GCA S .1 � . q .ysioti o�� • • ',ez— .m,, • :0 saTARy'0. :U y 1 • PuSUC • WAS • CITY OF TUKWILA: Works Director • • aL) day of ai0A-d tit. s. s,4 Signaler Re bec�� iZ 7S Print Name NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT 4511v 23L S} Sup *SZo4 rnNT -rEgg, LOA My commission expires 12 pi /05 Page 2 of 2 1?) 2C:CY2 Date (Waiver Fern) (E) SCL UTILITY POLE BETWEEN POLE #10803 AND POLE #10607 W /TELCO TERMINAL APPROXIMATLEY 534' -0 "± FROM NORTH PROPERTY LINE PROPOSED OVERHEAD TELCO ROUTE ALONG WITH EXISTING TELCO (E) SCL UTILITY POLE (E) SCL UTILITY POLE #10807 (E) SCL UTILITY SOLE #11003E QF P.SkYq \ \pY; PROPOSED UNDERGROUND POWER AND TELCO ROUTE, - :GppvEL / -� ASP ,./ ASPHALT D 1/GRAVEL ARE A 4SPHAL; PARKING l.Fr, �. PROPOSED OVERHEAD POWER AND TELCO ROUTE 4" qY (E) SCE`` UTILITY POLE # 11003E (DISTRIBUTION) (E) SCL UTILITY POLE 11005 -EA, SET NEW TRANSFORMER PROPOSED OVERHEAD TELCO ROUTE WITH (E) POWER AND TELCO SERVICE (E) SCL UTILITY POLE #11003 -E • city of Tukwila • Steven M Mullet, Mayor February 7, 2002 Department of Community Development Steve Lancaster, Director Norris Bacho 450 —110th Avenue NE, Suite 209 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Permit Application Number MI02 -004 Qwest Wireless South 112th Street and Tukwila International BI Dear Mr. Bacho: 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. Please address the attached comments in an itemized format with .applicable: revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a: `revision 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. If you have any questions, please contact me at (206)431 -3670. Brenda Holt Permit Coordinator encl xc: File No. MI02 -004 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 17, 2002 PROJECT: Qwest Wireless - Antennas PERMIT NO: MI02 -004 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Please revise your site plan per attached markup. 2. Please identify ownership of all the three existing utility poles that will be utilized for new overhead route and submit a copy of paperwork allowing for telco and/or power to be attached to these poles. 3. Are there any other overhead installations between existing utility pole at NE corner of the property and existing utility pole #10803? If yes, please show these on Sheet A -3. 4. It appears that proposed OH telco route between these poles crossed over three adjacent lots. Please show these properties on your plan, including the assessor's tax parcel numbers, and provide a copy of an easement allowing placement of the overhead installation crossing these properties. Is any part of Tukwila International Blvd. right -of- way needed for construction equipment placement in order to string the overhead wires? If yes, a Street Use permit will be required and applicant shall submit a traffic control plan per MUTCD. 5. Revise Detail 650 Electrical /Telephone Service Trench to include 42" minimum cover required between the top of proposed conduit and the existing grade. 6. All utilities shall be placed underground per Tukwila Undergrounding Ordinance. An Undergrounding Waiver, Obligation for Future Undergrounding may be granted by the Public Works Director. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: DATE: 04 -09 -02 PROJECT NAME: QWEST WIRELESS - ANTENNAS SITE ADDRESS: 5 112TH STREET AND TUKWI LA INT'L BL Original Plan Submittal XX Response to Correction Letter # _Response to Incomplete Letter # Revision After Permit Is Issued DEPARTMENTS: Building Division ❑ PubI i,aygrksAtu I tDB•DZ Structural Fire Prevention Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 0 Incomplete ❑ DUE DATE: 4 -11 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: DUE DATE: 5-09-02 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 � r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -004 DATE: 01 -09 -02 PROJECT NAME: QWEST WIRELESS - ANTENNAS SITE ADDRESS: S 112TH STREET AND TUKWI LA I NT'L BL XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: BuiIc ng`? ivision Public Woks Fire Prevention 'IL I -lo-'- Structural Ivy Planning Division ftto 21 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rv1 Incomplete DUE DATE: 01-10-02 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 02 -07 -02 Not Approved (attach comments) DATE CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 of o City . Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Y // /0,2 Plan Check/Permit Number: 74-2-‘2,2- - Response to Incomplete Letter # [>r-- Response to Correction Letter # Revision # after Permit is Issued Project Name: 20f �i�� c - >1fr1' 1-- Project Address: 5G %- Contact Person: Aexi /4/ Phone Number: YZS- YS/ - Summary of Revision: RECEIVED CITY OF TUKWILA 9 2002 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: Entered in Sierra on 08/30/00 LICENSE DETAIL INFORMATION Form https : / /wws2.wa.gov /lni/bbip/TF2Form .asp ?License=WRENCI *013B6 • STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License WRENCI *013B6 Name WREN CONSTRUCTION INC Address 2720 OAKES AVE STE B Address City EVERETT State WA Zip 98201 Phone Number 4252521282 Effective Date 1/26/99 Expiration Date 1/26/04 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601925797 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page I of 2 6/14/02 8:50 AM