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Permit D98-0031 - GTE WIRELESS - COMMUNICATIONS FACILITY
d98-0031 10710 east marginal way south gte wireless City of Tukwila Parcel No: 032304 -9098 Address: 10650 27 AV S Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: NOT DEVPERM 001 North: 0 South: .0 SEATTLE Sewer: .• VAL. VUE Slopes N Permit Center Authorized Signature:_ Print Name: 1TMVe 14/ 1 This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Fire East: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: St r u m s : 1994 NONE (206) 4313670 D98 -0031 ISSUED 02/13/1998. 08/12/1998 .0 Contractor License No BUILDCI044B2:; OCCUPANT GTE WIRELESS 10710 EAST MARGINAL WY S;' SEATTLE. WA 98168' OWNER MCCONK'EY'DEV . C /O DEBBIE, 4040-:168TH AVE NE, REDMOND <WA 98052 CONTACT JOHN EVANS' Phone: 425 -895 -1440 ';12828 NORTHUP WY STE 301, BELLEVUE WA 98005 CONTRACTOR ;'BUILDERS CONCEPT'INC 16541- REDMOND WY SUITE 1230, .REDMOND WA 98052 r************ * * * * * * * * * * * * * * *, * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A RADIO COMMUNICATIONS FACILITY CONSISTING OF RADIO EQUIPMENT AT GRADE LEVEL AND ANTENNAS MOUNTED ON AN EXISTING. TRANSMISSION TOWER ***************************************************** * * * * * * * * * * * * * * *: * * ** * * * * * * * *** Construction Valuation: $ 80,000.00 PUBLIC WORKS PERMITS :, *(Water Meter Permits Listed Separate) .'Eng..Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in)s.' .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N , ' Cut: F i l l : Landscape Irrigation:. N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N • ' Public: N h***************************************************** . * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES:'' $ 1,262.21 F*************************************** kFk ************ ?k * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: _ 2 , 11^ - 10___ I 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Date: AV/ if the work is not commenced within if the work is suspended or abandoned inspection. A es y 1'0 650 :'27 :-AV Permit No °_098 0031 Suite Thnent Status ISSUED Type DEVPERM ` Appl ied: 01/2 .§/199 , Parcel " # 032304 909$ Issued 02/13/1998 kit.k.kk *** k k *ik k k *. *.,* kik,*. ** k* k k* k* * * *•k* k k ** k ** k * ** ** k'kk *•k *•k'.k Ac*** k **•k k k k•k•k k *** P er . mi�t Gond i t i on S': 1: No. changes :w't 11 be, :,made ;to The p1ans unless approved bye the r Ar chltect' Err �neer� .d.- tk� �Tu w71a L�ir.i.lding Division Z` E1 , trical ;pe r M:- t ha ' Nit `thr ough,.the, Washington tat v Di.isIOki i b or : and Indus'eri s a Ai all electrical }wa r► will ; b*e"" 1 cited b t h a tAka g en,cy.' l21 .. 'A11 perm , �'" insp.etc 4 ,n eco'rl * and' { p pt:ov p1any shall be ava :lab . t 1 t. pvr i'or -t the - r t fi o a ti r .. cori st r`,uc t T 6 6 +dt�cu j ments a r e 10 b n i i't�� in 6 �htnd a'.vai 1:; ab 1.e t i ia° i`ns. eb:t i on a ��' ova i pF • 1 , i s 9C a t , E � . 4 A l l on A u n , , , o ` be :d'on ; # irr. c o n anuew,,f- li,41.ap.sited at d q6 `e n►ent S. bu; t+ f'.�Uniform 001 d rs.g> code t 94 E'. 1 �) a ampnde,1 , itt arm Rex han;i ca 1 Code ' tai 9,: .. a , W ingtsCti '.,ta Energy, Code (1994.' Edition) 4' 5 i f e` +pity c t0TukWr .:Building Division 4pr .r to. i��in an)r c, ncrete T :p ocedure i in ag t1o't tc n c e y • et(, �r ,,. It f ar ' spe � ,(( i ris i on . 6 6 Va i d i t y of Perm " .;T s c of- a permit d;, app ov of l ens ,`'isp°ec :i,tIca.ti h :x '(ane ►p uit yt,.i:on sha11.: not , ie uri =,.. 4"P ' S t 6 � ta: e °a:_. erritt or, b an ppr ofi., aqy,. : a f an of t he Jp•r ov . .Arls o f.' tt bu l i d i ng code or ;of any th r ord • ce, o the ,a ,risdre t-ion. No' permit ,. rem' i� irc to 6 P i,vree authori i na ty� ,, „t`'e';' o c At e-1 l 4t p ^ he r ov i s io ns o� t ad =y 'A 1.1 be'"� ' r .., y; „ ,: � 1 ” ' k. 4 " - ru.. CITY .OF rurw`r 04 ▪ y A . r Project Name/Tenant: GTE Wireless of the Pacific, Inc. Value of Construction: $80,000 Site Address: (0(050 WI"' r4'l $ City State /Zip: Seattle 98168 Tax Parcel Number: t*Z4Cc( - 1078 Property Owner: Stephen Hagen. Seattle City Light Phone: (425) 684 -3327 Street Address: 3006 Northup Way Suite 101. City State /Zip: Bellevue 98004 Fax #: - - Contractor: To Be Determined Phone: Street Address: City State /Zip: Fax #: Architect: Swanson ArchitPrtural Group Phone: (425) 392 -0616 Street Address: 16 Front Street North City State/Zip: 1s_saquah 98027 Fax #: (425) 392 -1544 Engineer: Commonwealth Associates Inc. Phone: (425) 486 -8787 Street Address: 19125 Northcreek Pkwy Ste 120 City State /Zip: Bothell 98011 Fax #: (425) 483 -1058 Contact Person: ..lnjin_Fv.ns. JM Consulting Group. Inc. Phone: (425) 395 -1440 Street Address: City State /Zip: 12828 Northup Wav Ste 301 Bellevue 98005 Fax #: (425) 895 -1441 Description of work to be done: Construction of a radio communications facility consisting of radio egrripmnnt at grarin lnvnl and antnnnac mnrrntnd nn an nYicting tram_ tnwi Existing use: El Retail El Restaurant ❑ Multi- family El Warehouse El Hospital El Church ❑ Manufacturing El Motel/Hotel El Office El School /College /University ❑ Other Power transmission tower Proposed use: El Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital El Church El Manufacturing ❑ Motel/Hotel El Office ❑ School/College /University ❑ Other C o m m u n i c a t i o n s F a c i l i t y Will there be a change of use? El yes x no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes x no Existing fire protection features: El sprinklers ❑ automatic fire alarm none Cl other (specify) Building Square Feet: N / A existing Area of Construction: (sq. ft.) 340 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Permit Center 6300 Southcenter Blvd., C 'a 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application El Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s) El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation El Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public Cl Water Water Mater /Exempt #: Sizo(s): 0 Deduct 0 Water Only t_l Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule. El Miscellaneous 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 shal be extended more than once. Date application accepted: 2 PLEAS SIGN BACK OF APPLICATION FORM C I'PIRMIT.DOC 1/29/97 11.14 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS ,SITE/CIVIL,PLAN•REV .IEW TH O 4 ;Q� (Additional reviews may be doteriiilnedrbythePublic Worke t); ra ?`i ` " El Flood Control Zone El Hauling Date application expires: Applica n ken by: (initials) r BUILDING NER OR AUyHOR ED AGENT: • .. ? i. • .; - • . Date: t / 7 , ../ i Signature: Pjint name: ,1nhn ' vans. JMCG ' o T on behalf GTE (Phone: I }75) RA5- — AA1 City /State /Zip Rellevu0 ! s• •:11 Address 12R ?8 Northun Way Suite 301 ALL COMMERCIAUMULTI -F4 V TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MUS BE SUBMITTED WITH THE FOL • WING: ➢ SAL): . PRA G$. BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, 'STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ El SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Cl ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY QF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. C7'PI RMIT.DOC 1/29/97 na *. * *�A' * 4 * ** Ask . * *'Ak *k *:k` * * *�� * ** ** A. 4 '* k*'* A*�lkA1*k*'4•k*k****AA•k1 -4+t CITY OF T11KWILA, )$A TR.ANSMI: *. * *t * *:* -Or * kkA * * *f *Adr* * ie* *4 *k4 A *A*' *kie�: *.1,i <h * *•k* t * * * *le * 4 ;*h ** ** TitAN5.MIT. Num i.zTzC�0,"14 .f trit' 766.75: 98.;14.:21 ysri ;.. Paelnt .Method:, CHECI;,',. Not ii: ion: 3MCONSULTPNG GR "Ini .ULII • — - -• ti — - -} -. — - Permit No : P 8 0 q. ;i° Ti ! pe: DEVPERM IDEVILOPMENT PERMIT Pt�rc•el N 3 -2104- n3 ' ' a;.i to Ad:d.r ^e k14650;.2 A1J.' 3 `--h. . - .rota1 Fee5r: 1,2,62.21 .�... P it yme'nt °:;: ;.' 766 «"75 'FotEt1 ALL flints. 1,262.21, t'' • , i fi r Rilance: .00 • .,'. .'. ,.. ■ A******** k* i1*. 1 fi, A4rie ,k..r114. * *fiA*ariF, * *4 ki%iiji_tt• *. *h ** *•h* **, k`ti, kl1 Afiet* • Account Cade ► D.e .Gt- pt i on - �. - Amo'.tnt iLb1.14'6 NO N!'?E5; ;r 762,.2:4... 000/3:2.100 000/38c.,..904 , .S.TATE RUILI ING' SUfiCMARGf 4 50 . i`.:i��. l .J �. e7:; rr..' t! t�ti��4* fA, tiL! e�i. �ntie .,%n't��i•:,'fM�flwx &;�`:nr.�� f. si u*:' r.{;: rti�: /.blr';.ffYi.....,.1.Jta"nt�,s t. ...r ?.,....In,t r.:S:u.��e:.i•�:, ?i l,x f�,i 5r!L9. ^'.zR r.. ,,rt: e >.n .i� �., k` ,kAIlkAk* *A. * * to y k*�c* ..* k ** * , **Rtk.AC41 *: *tl1.1.Lii *A CITY OF TUKI4ILA WA i • TRANSPIIT P:v ***14: * ' k *A k: * *A* : *. *A 0 -**k *, .•*4*' 4rk. i AAA** . il Ik A•.•* AA *A **A*k* *A•40*<• .TRANNSMI T Nurnbpi°•a R97007,tl7 •Amount:. 49.,•. 46 01/29/98','13:40' 5 Pay0izo : f'iethoii CHECK Flotation: 3t4 CONSUL n:PNG BR In it,;r '. E3L• ' No 098- •'0031 ; 'Tit pe:• DEVPERM; DEVELOPMENT PERMIT, •Tot Fees: 1 ''62'.'')i''' ' Total Pmts: 495'.46: Dal arice M 766'.. 7b * * **• * **14-* *4*AA'* *A * *'#*k *cA* ski \ *k *•A * * * *A **: ** *1, *A ***sk *4ik * *k A- A * : * •A ** Account: Cod, .. Ue sw,r'i pt.ton Amnount PLAN :.CHECK • NONPES 495..46 •,• -_._ v1i1 t il'i'it±. Project• �� �� 6 Type of Inspectigp,,;,,_. / 7 Address: 50 of We— Date called: Special instructions: Date wanted4" a.m. l3 Requester: Phone: INSPECTION -RECO! Retain a copy with pe dt INSPECTION NO. 4 CITY OF TUKWILA BUILDING DIVISION .' ;:6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: 1,11.0 n . Approved per applicable codes (9/, 7(9 rectrans required•prior_to aperoval. i i;;?(3423.1/ PERMIT NO (206)431 -3670 Date: $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: I Pro • Ty Ihspecti : f , Adirrit 4;2,7 „sty D .... ei *Special instructions: I( 1 a�n 1 -igE7 a !tree ::grw 1 ' Dat an - /q ca m . .m. R r: Ph � e: - 7S6:7- 0%77 h_- ts; INSPECTION REC Retain-4 copy wi • INSPECTION NO .° li CITY OF ,T.UKWILA BUILDING • 6300,Southcenter Blvd; #100; Tukwila; WA 981 Approved perapplicable codes. 206)431 -3670. X Corrections required prior to approval. COMMENTS: t1. Ate Aka L,J $47.00 REINSPECTION ! REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' 3�a... ln3►} �9�dlsu� .atiw.i�fnL�F.:i Pro \NVe kkf Ty ` o Inspection: PI .' A dress: A dr : a Date called 4n aSplecial instructions: . Date wanted. a.m. P.M. Requester ' � � fA � An l/V W Y ,S • INSPECTION RECO Retain a copy with permit INSPECTION NO • chi ; Of. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oa31 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto Date: f; f 0 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _r1.�t.:r..i+SirLni;e1.5. ✓.4n ,i•. . project: C7 ,,,, 0J0 1,..64. Type of inspectioninspection: Address: 4.6__ I 06 d 0) Date called: ,T./ / __,..— U ITT Special instructions,: ,---,,,,, . • % 5 Date wanted: v a.m 5: 44.— . O td-i e•C Requester...f-- Phone No . • O6 - 74?63 at• INSPECTION CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd, #100: Tukwila, WA 9818 COMMENTS: Corrections required prior to approval. PERMIT NO. (206) 431-3670 I Inspector: I Receipt No,: Date: I $42.00 REINSPECTION FEVRECILWRED. Prior to inspection, fee must be paid at 6300 Southcenter BlYd., Suite 100. Call to schedule reinspectioo. ' T—.2J3" Date: Date: INSPECTION RE Retain a' copy .with INSPE • NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 9818 mlt Date: PERMIT NO, . Project: ATE 600 Q G Address: :Special instructions: Type of inspectio Date called: _ Date wanted: , a.m. av - -� / Requester: 0.0 c Phone No.: Approved per, applicable codes.. Corrections required prior to approval. COMMENTS: I Inspect Date: (206). 431 -367 ; $42.0 EINSPECTION KEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r. IN SPECTION RE Retain a copy with mit INSPECT] • NO CITY OF BUILDING DIVISION 6300 Southcenter.Blvd., ' #100; Tukwila, WA 9818 Address: Special instructions: COMMENTS: PERMIT NO. (206) 431 -3670 Type of inspection: Date called: Date wanted: Corrections required prior to approval. f . lnsPac Date: g ... / . / .7 91 , [1 $4 .00 REINSPECTIO FEE R UIRED, Prior to inspection, fee must be paid at 6300 Southce r Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date; CITY JAN 2 9 1998 PERMIT CENTER TOWER DESIGN ANALYSIS • SEATTLE CITY LIGHT TOWER TYPE C6 GTE PCS SITE WA0158, ROXBURY SUMMARY INTRODUCTION Commonwealth Associates Inc., (CAI), was contracted by J M Consulting Group (JMCG) to analyze a specific type C6 tower, owned by Seattle City Light, for the purpose of installing three Wireless Antenna tower-mounted frames. 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 3.35 computer program. The external loads applied to the structure were established in consultation with Seattle City Light. The high wind load was based on the NESC requirements. The wind was adjusted for height, gust, and shape factors in accordance with ASCE Manual 74 " Guidelines for Electrical Transmission Line Structural Loading". LOAD CASES The following load cases were used in the analysis of the tower: I. NESC Medium - Intact - NESC Overload Factors (OLF) 2. NESC Extreme Wind - Intact - 1.25 OLF 3. NESC Medium + Longitudinal load at any 2 cable supports - 1.25 OLF on longitudinal load 3.1. Longitudinal load at Shield Wire and Top Left Conductor • 3.2. Longitudinal load at Top Right and Top Left Conductor 3.3. Longitudinal load at Top Left and Middle Left Conductor 3.4. Longitudinal load at Middle Right and Middle Left Conductor 3.5. Longitudinal load at Middle Left and Bottom Left Conductor • 3.6. Longitudinal load at Bottom Right and Bottom Left Conductor Vertical, transverse, and longitudinal 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. M\prohmcg\C6summary t101/20/98 Member No. Antenna & Cables included in load: % of Capacity Used Antenna & Cables not included in load: % of Capacity Used % Increase 4 138% 139% 0% 5 128% 128% 0% 6 137% 134% 3% 17 109% 108% 1% 18 100% 100% 0% 39 107% 107% 0% 41 107% 107% 0% 49 119% 119% 0% 50 101% 102% 0% 60 113% 113% 0% ANALYSIS RESULTS No members were overloaded due to NESC Medium Loads or NESC Extreme Wind Loads, as indicated on pages 10/12 & 11/12 of the computer printouts. (Member 52 is reported as overloaded for all load cases, but 52 is a dummy member and therefore not relevant.) Under the longitudinal load cases, the members listed below exceeded their capacities. This exceeding of capacities is primarily due to the difference in assumptions and methods used in the original design of the tower and those used presently. To illustrate the amount of stress added to the tower by the antenna and cables, the tower was analyzed without the antenna and cable loads. The increase in stress on those members reported as exceeding capacity is tabulated below. As illustrated by the above tabulation, the additional load contributed by the antenna and cables is less than a 3% increase for any member. The members can be reinforced or replaced if it is necessary for the tower to withstand the specified longitudinal loads. The computer printout on page 13/18 indicates maximum foundation loads as follows: 1. Uplift 145.49k 2. Compression 186.22k. These reactions are less than the original tower design reactions of 169.2k uplift and 219.5k compression respectively, shown on drawing TD- 10167. Since the reactions did not exceed the foundation design loads the foundations may be presumed adequate. M \prof \jmcg \C6summaryry t101/27/98 CAI COMMONWEALTH ASSOCIATES INC. C C - L - 1ENT :1 CoN,SuL'r, N(o CALCULATION SHEET SUBJECT &T� -('Ow6R , Ceo, LOANS CALL. BY /DATE I CHECKED BY /DATE WAS 1/5/9S I -- n t /IGf qg L.D I I. • _..._M>D.tU. -.__ _ • . P5F l • . ► 5 SHEET OF JOB NUMBER REV. _i_ .__ _:_- .f__OLE. -_ 5 R:T 2.. _._WIN'D _. /, 60 5..WIR6.TAisi. %),4 ....1_1_ L l ' 1 I. 1 __I 1 . ti .4. r2• .EXTRgM E -_ - Y�/.101) _..-_!. -8.O I`1 PH__-_ W,ND _ sP_[-.>: D.,.._..t Po B., ! i I ! f 1 ! 1 : ._.___..1.__1_...T P2eraw. RE�_..oN...wtScs.1 4-i ,5T;Ru rok6.. CALC VI,4TE,D_,... _ . , L 1PE R ' ASC ,-• tyuAL_ 7 . l , c _.__. �_ . 1 OL.r - 1:'2.5.._. -T i NE. _1.G6NDoc,-roRs .7oWE _ 1 ... � 1 i ; ! i H ._.._.. ___. _ �1 _ _.._ . _. , _ I-_Z5_. !ANJEN�NA_. .AINT NNA. , 1_ ._ _ 1 _ i _.. _ _.___ . __ . AN.. -i- ;N N A t.. R AM .s .. -1 __ -;. _... 11 N5S ._M Di uM +�_Coty. D,J.._t- ONG.LT_. LoA D ... (ANY .. ..CO J I 1 , 1 1 , i- ' ski _... ,4 O 1 1 , 1 . _.__ - _FoR..._.C4Nt - - - -PLONGIT .. -OAD. �oNDU_GT" -7 �._ I � Iq STIR CM4._LL R . I•1.y0.'.�3,4�� . wT -. 1, Z .,/ ,QTS_s400 " ` MA -tENs.�orJ° _l4SOd_WT..w /�aE. =,l,._CvG,7 /� I ..5- NJE.L..D ._','__A_LUM Wei.Lt._.._ T YP_.'2o .... X /per /�� 1 { 1 ` T ! P I r:i A TENSJ N _... 1 _ WT_..w�..I.C. _ 1 r f 1 � I . CAI COMMONWEALTH ASSOCIATES INC. CUENT- (mosut:ri KlG SUBJECT ST 5 R &p LOAI\S I ND CALC. BY/DATE i I CHECKED BY/DATE WAS' i/C1190 - FL 1/14)cfe i , _. F ' ' i. _.._......_..Wi.N.6_.....bN.._e,014,.1)0e..t...6 ...__,.........AZ_6.5-....MANUA.Lr.7.1.0..pf..1..q . ,. • 1 i i , ! 1 , , 1 F ....' ''.".• ■ • • . ' , • • ; ; ; i ; , • ; ; I • -P ; , • !. ; ; 1 ; ; • ; , • ; ; i ; ; ' , 1 f,- ; i , i 1 ; ; ', r -t- , ' -i. 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BY/DATE , , WAS l i 1 2.1 q CHECKED BY/DATE ' - 1-- 1 / REV. 1 6 bivt) 3 ' NI 0-' f i ' ,.... i___Es_ m0.m___±__J_LoNIG.IT..,. 1 i 1 i L6A b A ANI 4/ 2 L____L. I 1 L i I .1 I ' I • I I : --- ----4 1 IS Wi . 1 '1 - • H ' ) - s At 7 I t J.J.L1 _A r4 IT.ACT____ - I . i • _. . F • i • \ 1 i t--r m -1 ±--- ...'.....N.1.5-.5...C-__TA.. • aDk i i i t!t, r E — ___ III --- 1 I i .1 i . • ND' .1 1 i I • r . 1 . T , , vi-i T 'L - : - -Ii 5A-ma_As_LkEst, t?5 1 ... L.2 _m6plam.....4.btrA6T-4.--- - 1 /8/Z:6' -. ,.....,.. , , ... .41 • ! 1 1 I .• I . III 13 Lw_13_:Te.E 4 ATI te 7 NA . i - [SAM __ 1 , I 1 I i • . . . i • L I { i . • I . . . .. . ........ . I 1 I,.. i ' ' ' I L i 1 r • _. , .. i i -. 7 -- .r - i . 1 .--- 1 ------ - , I 1 al I 1 - 1 i ..... 111 1 ... 1 [ ■ I -1 MN , ! L U. L. • CAI COMMONWEALTH ASSOCIATES CALCULATION SHEET C AI COMMONWEALTH ASSOCIATES INC. CLIENT M A SUBJECT - Tnw� a, `lPF (Ito WI 31Al PeRK CALL. BY /DATE CHECKED BY ATE WAS I //c 1 `1�- f � ► r � A � J p'i .� � 21 f i. i i. q .a s 10,_ i' , ,4 4 i , , ,, i ,. �J _.. 27 l5' ._.. __. .. � _ _4_, ;.a --II- ; , fa 0 0 • r_ ill p.. •. ■A 416 CY' k • - io •A _IZ3; k4, 2; ..., A yE . `25i .1tI -.r r . 0 0 • 0 55 54 3a 29 5c0 11 0 33 . fib ..... 1 (02 63 AO 2 4'f SL DD E JOB NUMBER CALCULATION SHEET SHEET OF REV. 716 A RN1_..Y �._M... 1 ® MID • • f f 15'3" DASNS D Age . DUMMYS (SEC rt s._ Aide Nc)T •oscti-s -) 'Area= .1204 Sq.: • In Dia= Data from Chart No 1 -1218 AL UMINUM COMPANY OF ERICA SAG AND TENSION DAT Alumoweld Type 20M Shield Wire Special Wire Die .444 In Wt:. .347 /F RTS: 20000. t English Units.:. "Span= 9220. Feet„ 'N88C Medium ::Load Zone ', Creep ,IS : . a Factor Design- Points :Final Initial [--- Temp .Ice Wind x .Weight Sag Tension Sag ...Tension F. in Psf Lb /F Lb /F Ft Lb .Ft Lb- . :15.. .'.25 COO..., .20' . 845 13.12 ,6848 11.98 :.: 7500.* :15. .25 .00 .00 .5,63" . :9.71 .6165 • 8.58 . .'6970 . 60. :.00 16 .00 699 . 12.71 5850 . 11 .6587 0. •• .•00 .00 ,00 .3'47" ;6.17.. -.; : 5975. 5.35 :6889. •30:. '.00 :..00 ,.00,. .347 :6.78 ' `."5440. :5.77: 6392 ' • 60.."`:' .00 ' ...00 :., •.00 .347 7 :,49 ~ : .4926 :• 6:•25 •5897. • n ••.90.. .'00 .00 .00: '.347. 8'.31 .4437 ;6..82 _ • ':5409. ; .120. ..00 . 00 .00 ' .347 ,; : 9 :27,: , . ;' 398,0. , ..:.7.:48H... " 4933. •:1 ,. 00`.• ' ..00. ,...00: :.347.',. .:11.02 `.3347 8.73 ', , 4226. . 212'. .00 00 ,.', 00'; • ".347 •12 96 2848 10.21 3615. ;r * ' n Design •Conditio Conductor MAL Area= .7669 Sq. In Dia= 1.140 In` Nt. 1 235 1113/F '"'RTS= 38400 Lb; Data from Chart No. 1 -757 English Units S pan. 922.0 Feet NESC Medium Load Zone Creep IS a Factor Design Points Final Initial Tamp Ice Wind .. IC Weight Sag Tension Sag" "` Tension F In Paf Lb /F Lb /F Ft Lb Ft , Lb 15 .25 4.00 .20 1.955. 16.07 12944. 14.34 14500 * 15. ..25 .00. .00 1.667 14.84 11953. 12.85, 13807. 60. .00 15.70 .00. 1.936 18.32 11257. 15.75 13085. • 60. .00 6.00 .00 1.360 • 15.90 9104. .: 12.56 11521. 0 .00 .00 .00 1.235 11.84 11097. 9.84`. 13350. 15. .00 .00 .00 1.235 12.65 10384. 10.27 12783. 30. .00 .00 .00 1.235 13.50 9731. 10.74 12231. 60. .00 .00 .00 1.235 15.28 8601. 11.75 11178. ti 90. .00 .00 .00 1.235. 17.11 7682. 12.87 10207. .00 .00 .00. 1.235. 18.13 7254. 14.08 9329. 167. .00 .00 .00 1.235 19.52 6738. 16.13 8151. ( 212. .00 .00 .00 1.235 20.89 6300. 18.16 7240. !.* ` Design Condition TOWER Version 3.36 Tue Jan 27.08132131.1116 Commonwealth Associates, Inc. s TOWER ANALYSIS AND DESIGN '- POWER LINE SYSTEMS - 1995 es, ANALYSIS IDENTIFICATION s Tower Type "C6" with Shield Wire Pyramid NOTES DATE AND TIME 1 Tue Jan 27 06132120 1916 ..PROGRAM VERSION: 1 TOWER Version 3.36 LICENSED • r Coueonwealth Associates, Inc. ses Design code 'ASCE- 10', ' sic LINEAR ANALYSIS PERFORMED see CLAMPS PROPERTIES CLAMP. ATT. HOLDING NO. LABEL CAPACITY (LBI) 1' IF . . 112404 • 2 3P 112404 . 3 4P'. ' 112404 4 6P • 112404. • 5 IF 112404 6 13P ' 112404 7 14P 112404 .8. 6S • 112404 '9 •63 ..112404 •10 7S 112404 11 •10S. • 112404 . 12 '115' .112404 13 121 112404 14 155 112404 • 15 , 16P '112404 16 `.175 112404 17 165 ' 112404 18 ' 19S 112404. 19 . 201'. . 112404 . 20 211 '112404 21 , 28S 112404 22' 31P 112404. so* PLS -CADD DIRECT LINK DEFINITIONS ATT ATT. INSUL SET 'PHASE. NO. LABEL TYPE .NO. '.NO.. DESCRIPTION. END'. 1 IP C 2. 3P 3 4P C 4 6P C 5 9P C 6 13P C 7 14P C 6 6S . C 9 63'. C 10 75 C 11 101 C' 12 11S C 13 125 C 14 155 C 15 16P. . C 16 171 C 17 165 C 16 195 .0 19 205 C 20 215 C 21 265 22 31P, C • JOINT DATA JT. JT. NO. LABEL X- COORD. (ft) Y -CO OR D. (ft) Z- COORD. X -DIR Y -DIR Z -DIR X -ROT Y -ROT Z -ROT RASTER (FL) I IP 0.00 0.00 100.17 . • . FIXED FIXED FIXED 2 2P 4.06 4.08 93.17 . . . . • • FIXED FIXED FIXED 3 21 4.06 -4.06 . 93.17 . . . • . . . FIXED FIXED FIXED 4 22 -4.06 -4.08 93.17 . . • . . . FIXED FIXED FIXED 5 23 -4.08 4.08 93.17 . . . • . • FIXED FIXED FIXED 6 3P 0.00 15.25 67.00 . . • . . • FIXED FIXED FIXED 7 4P 0.00 -19.25 67.00 . . . • . . • FIXED FIXED FIXED A 8P 0.00 15.25 66.50 . . . • FIXED FIXED FIXED 9 IP 0.00 -19.25 66.50 . . • • FIXED FIXED FIXED 10 13P 0.00 15.25 50.00 . • . . • . . FIXED FIXED FIXED 11 14P 0.00 -19.25 50.00 . . • . . • FIXED FIXED FIXED 12 16P 4.06 4.06 43.00 . . . . . • FIXED FIXED FIXED 13 161 4.08 -4.06 43.00 . . . • . • FIXED FIXED FIXED 14 162 -4.08 -4.06 43.00 . . • . . • FIXED FIXED FIXED 15 163 -4.06 4.06 43.00 . . • . . . FIXED FIXED FIXED 16 26P 2.60 -9.63 70.64 . . . . • • FIXED FIXED FIXED 17 26Y -2.60 -9.63 70.64 . . • . . • FIXED FIXED FIXED 16 27P 2.60 -9.63 52.34 . . • . . • FIXED FIXED FIXED 19 27Y -2.60 -9.83 52.34 • FIXED FIXED FIXED 20 31P 21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 21 311 21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 22 312 -21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 23 313 -21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 24 55 4.06 4.08 67.00 . . . . FIXED FIXED FIXED 25 51 4.06 -4.08 67.00 . . . . FIXED FIXED FIXED 26 52 -4.06 -4.06 67.00 . • . . . • FIXED FIXED FIXED 27 53 -4.06 4.06 67.00 . . . • . . FIXED FIXED FIXED 26 6S 4.06 4.06 60.63 . . . . . • FIXED FIXED FIXED 29 61 4.06 -4.06 60.63 . . • . . • FIXED FIXED FIXED 30 62 -4.06 -4.06 60.63 . . . . . . FIXED FIXED FIXED 31 63 -4.06 4.08 60.63 . . . . . • FIXED FIXED FIXED 32 7S 4.08 4.06 74.67 . . • . . . FIXED FIXED FIXED 33 71 4.06 -4.06 74.67 . • • . • • FIXED FIXED FIXED 34 72 -4.08 -4.06 74.67 • • FIXED FIXED FIXED Commonwealth Associates, Inc. Page 1/12 J1, 35 73 -4.08 4.08 74.67 • • • • • FIXED FIXED FIXED 36 305 4.06 4.08 66.50 • FIXED FIXED FIXED 37 101 4.06 -4.06 66.50 • FIXED FIXED FIXED 38 102 -4.08 -4.08 18.50 . FIXED FIXED FIXED 39 103 -4.08 4.06 66.50 • FIXED FIXED FIXED 40 115 4.08 4.06 62.33 • • FI %ED FIXED FIXED 41 111 4.08 -4.08 62.33 • FIXED FIXED FIXED 42 112 -4.08 -4.08 62.33 • . • FIXED FI %ED FI %ED 43 113 -4.06 4.08' 62.33 • • FIXED FI %ED FI %ED 44 12S 4.08 4.08 56.17 • • • FIXED FIXED FIXED 45 121 4.06 -4.08 56.17 • • • • FIXED FIXED FIXED 46 122 -4.08 -4.08 56.17 • • • • FIXED FIXED FIXED 47 123 -4.08 4.06 56.17 • FIXED FIXED FIXED 48 15S 4.08 4.08 50.00 • • FIXED FIXED FIXED 49 151 4.06 -4.06 50.00 • . FIXED FIXED FIXED 50 152 -4.08 -4.06. 50.00 • . • FIXED FIXED FIXED 51 153 -4.08 4.08 50.00 . • • • FIXED FIXED FIXED 52 215 11.50 31.50 0.00 . . FIXED FI %ED FIXED 53 211 11.50 -11.50 0.00 FIXED FI %ED FI %ED 54 212 -11.50 -11.50 0.00 . . • . . FIXED FIXED FIXED 55 213 -11.50 11.50 0.00 • • • • . FIXED FIXED FIXED 56 17S 5.32 5.32 35.83 . • • • • FIXED FIXED FIXED 57 171 5.32 -5.32 35.63 • • FIXED FIXED FIXED 58 172 -5.32 -5.32 35.83 • . • • • FIXED FIXED FIXED 59 173 -5.32 5.32 35.83 • . • • • FIXED FIXED FIXED 60 18S 6.55 6.55 26.67 • • FIXED FIXED FIXED 61 161 6.55 -6.55 28.67 • • FIXED FIXED FIXED 62 182 -6.55 -6.55 28.67 . • FIXED FIXED FIXED 63 183 -6.55 6.55 26.67 FIXED FIXED FIXED 64 205 9.03 9.03 14.33 FIXED FIXED FIXED 65 201 9.03 -9.03 14.33 • • . • . . FIXED FIXED FIXED 66 202 -9.03 -9.03 14.33 • . . . . . FIXED FIXED FIXED 67 203 -9.03 9.03 14.33 • • • • . . FIXED FIXED FIXED 68 195 7.79 7.79 21.50 • • • . . FIXED FIXED FIXED 69 191. 7.79 -7.79 21.50 . . . . . . FIXED FIXED FIXED 70 192 -7.79 -7.79 21.50 . • . . . . FIXED FIXED FIXED 71 193 -7.79 7.79 21.50 • • • . . FIXED FIXED FIXED 72 225 7.79 0.00 21.50 • . . . . • FIXED FIXED FIXED 73 22Y -7.79 0.00 21.50 • • • . . . FIXED FIXED FIXED 74 235 0.00 7.79 21.50 • • . . FIXED FIXED FIXED 75 23X 0.00 -7.79 21.50 • • FIXED FIXED FIXED 76 24S 11.50 0.00 0.00 • • • • FIXED FIXED FIXED 77 24Y -11.50 0.00 0.00 • • • • . • FIXED FIXED FIXED 76 255 0.00 11.50 0.00 . • • • . . FIXED FIXED FIXED 79 25X 0.00 -11.50 0.00 . • • • . . FIXED FIXED FIXED 80 26S.' 14.96 14.96 -20.00 . . . . . FIXED FIXED FIXED 81 281 14.96 -14.96 -20.00 . . . . . . FIXED FIXED FIXED 82 262 -14.96 -14.96 -20.00 • • • • • FIXED FIXED FIXED 83 263 -14.96 14.96 -20.00 . • • . • FIXED FIXED FIXED 84 29S 14.96 0.00 -20.00 • • • . . FIXED FIXED FIXED 85 29Y -14.96 0.00 -20.00 • • • • • FIXED FIXED FIXED 86 30S 0.00 14.96 -20.00 - . • . • FIXED FIXED FIXED 67 30X 0.00 -14.96 - 20.00 • • . • FIXED FIXED FIXED ass MATERIAL DATA MAT MAT TYPE DESCRIPT. MODULUS YIELD ULTIMATE MAT ELAS. STRESS STRESS DENSITY (ksi) (ksi) (ksi) (pcf) 13 A7 -49T HIGH ELASTIC 29000.0 45.000 67.000 490.0 sap CONNECTION PROPERTIES BOLT BOLT BOLT HOLE SHEAR TYPE DESCRIPT. DIAMETER DIM). CAP. (in) (in) (kip) 8 3/4 A394 OLD 0.7500 0.8125 13.260 sin GROUP (OR MARK) ANGLE MEMBER PROPERTIES GROUP ANG. LABEL DESC. TYP LONG LEG (in) SHORT LEG (in) UNIT RADII OF GYRATION MAT STRESS BOLTS THICK. WEIGHT AREA B/T RX RY RZ TYP FCR TY NO HOLES T C (in) (lbs /7t) (inA2) fin) (in) (in) (ksi) 1 LEG SAE 3.50 X 3.50 0 0.3125 7.20 2.09 9.00 1.060 1.080 0.690 13 45.00 2 HBR SAE 2.50 0 2.50 X 0.1675 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 3 XBR SAU 2.50 0 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 4 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 5 ODD SAU 2•50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 6 ORR SAU 2.50 X 2.00 % 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 7 TIE SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 6 ABR SAU 3.00 0 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.583 0.439 13 41.41 9 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 10 %BR SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 11 XBR SAE 3.50 X 3.50 0 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 12 TIE SAE 2.50 X 2.50 0 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 13 XBR SAE 3.50 X 3.50 0 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 14 LEG SAE 8.00 X 8.00 X 0.5625 29.60 8.68 12.11 2.500 2.500 1.590 13 44.53 15 LEG SAE 6.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 16 %BR SAE 4.00 X 4.00 X 0.3125 6.20 2.40 10.60 1.240 1.240 0.791 13 45.00 17 %BR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 16 XBR SAU 3.50 X 3.00 0 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 19 KBR SAE 3.50 X 3.50 0 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 20 KBR SAE 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.96 21 KBR SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.280 0.816 0.651 13 41.62 22 LEG SAE 6.00 X 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 23 HBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 24 %BR BAR 2.00 X 0.00 X 0.1875 1.28 0.36 10.67 0.054 0.054 0.054 13 45.00 25 %BR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 26 HNG SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 27 HNG SAU 2.50 X 2.00 X 0.2500 3.62 1.06 7.75 0.784 0.592 0.424 13 45.00 28 HNG SAE 2.00 0 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 29 HNG SAE 3.00 X 3.00 0 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 30 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 31 HNG SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 32 AXBR SAE 2.00 X 2.00 0 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 33 A 068 SAE 2•00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 34 AXBR SAE 2.00 0 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 35 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 36 ABR SAU 3.00 X 2.00 0 0.1875 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 6 2.000 3 1.000 2 1.000 L 2 1.000 L 2 1.000 L 2 1.000 L 2 1.000 T 2 1.000 L 8 3.500 4 1.310 4 1.310 2 1.000 T 4 1.310 22 4.000 26 4.000 5 1.700 3 1.000 L 3 1.000 L 2 5.200 2 6.000 2 1.000 S 22 4.000 4 2.000 1 1.000 T 1 1.000 T 2 1.000 T 3 1.000 T L 2 1.000 T 4 1.000 2 1.000 T 4 1.000 2 1.000 T 2 1.000 T 2 1.000 T 2 1.000 L 2 1.000 T L Commonwealth Associates. Inc. Pegs 2/12 37 ARM SAE 3.50 0 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 36 ARM SAE 3.00 X 3.00 X 0.2500 4.10 1.44 9.75 0.130 0.930 0.592 13 45.00 39 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 40 ARM SAE 3.00 X 3.00 X 0.2500 4.10 1.44 9.75 0.930 0.930 0.592 13 45.00 41 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 42 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 43 NOR SAE 2.50 X 2.50 0 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 44 HBR SAC 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 45 HNG SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 13 45.00 46 HNG SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 13 45.00 47 ABR SAE 2.00 X 2.00 0 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 48 ABR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 49 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 50 ARM SAE 3.00 0 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 51 TBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 52 DUX DUM 0.10 X 0.10 X 1.0000 0.00 0.01 2.00 100.000 100.000 100.000 13 45.00 53 TOR SAE 3.00 X 3.00 X 0.1675 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 54 892 SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.280 0.816 0.651 13 41.62 55 LEG SAE 8.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 56 NOR SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 57 TBR SAE 4.00 0 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.98 58 KBR SAU 6.00 X 3.50 X 0.3750 11.70 3.42 13.67 1.940 0.988 0.767 13 40.54 59 LEG SAE 8.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 60 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 61 XBR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 62 XBR SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 13 45.00 63 002 SAE 2.50 X. 2.50 X 0.1875 3.07 0.10 10.67 0.776 0.776 0.495 13 45.00 4 2.000 3 2.000 4 2.000 3 2.000 4 2.000 3 2.000 2 1.000 T 4 2.000 3 1.000 3 1.000 2 1.000 2 1.000 2 2.000 2 2.000 1 1.000 1 1.000 1 1.000 2 1.000 S 20 4.000 4 1.750 2 1.000 2 1.000 S 20 4.000 2 2.000 2 1.000 2 1.000 S 2 1.000 as* DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR Y ND LOAD CASES GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECG 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 0.3125 45 1 IP 2P 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 2 IP 21 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 3 1P 22 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 4 1P 23 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 2 NOR 2.50 X 2.50 X 0.1675 45 5 2P 23 8.2 9.16 30.36 3 3 1.00 1.00 1.00 124 126 196 6 21 22 6.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 7 2P 21 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 6 23 22 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 198 3 OUR 2.50 X 2.00 0 0.3125 45 9 2P 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 10 21 5S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 71 158 145 11 22 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 12 23 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 13 2P 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 14 21 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 15 22 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 16 23 55 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 4 %BR 2.50 X 2.00 X 0.3125 45 17 5S 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 18 51 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 19 52 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 20 53 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 21 55 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 22 51 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 23 52 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 24 53 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 5 XBR 2.50 X 2.00 X 0.3125 45 25 6S 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 26 61 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 27 62 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 28 63 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 29 65 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 30 61 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 31 62 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 32 63 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 6 XBR 2.50 X 2.00 X 0.3125 45 33 7S 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 34 71 105 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 35 72 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 36 73 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 37 7S 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 38 71 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 39 72 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 40 73 10S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 7 TIE 2.50 X 2.50 X 0.1875 45 41 7S 71 6.2 9.16 21.52 3 3 1.00 1.00 3.00 126 126 198 L/R < 300 42 73 72 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 6 ABR 3.00 X 2.00 X 0.1675 45 43 5S 53 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 44 51 52 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 9 LEG 5.00 X 5.00 X 0.3125 45 45 2P 5S 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 46 21 51 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 47 22 52 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 46 23 53 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 49 5I 6S 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 50 51 61 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 51 52 62 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 52 53 63 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 53 6S 7S 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 54 61 71 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 55 62 72 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 56 63 73 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 57 7S 105 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 58 71 101 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 59 72 102 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 60 73 103 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 10 XBR 3.50 0 3.50 X 0.2500 45 61 105 111 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 66 62 101 11S 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 88 63 102 113 10.2 46.31 53.04 2 2 0.75 0.50 0.50 64 56 66 64 103 112 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 88 65 10S 113 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 86 66 101 112 10.2 46.31 53.04 2 2 0.75 0.50 0.50 64 56 88 67 102 111 10.2 46.31 53.04 2 2 0.75 0.50 0.50 64 56 68 68 103 11S 10.2 46.31 53.04 2 2 0.75 0.50 0.50 64 56 86 11 OUR 3.50 X 3.50 X 0.2500 45 69 11S 121 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 86 70 111 12S 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 66 71 112 123 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 68 72 113 122 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 86 73 11S 123 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 66 74 111 122 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 86 75 112 121 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 86 76 113 12S 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 88 12 TIE 2.50 X 2.50 X 0.1875 45 77 12S 121 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 76 123 122 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 Commonwealth Associates. Inc. Page 3/12 13 XBR 3.50 X 3.50 X 0.2500' 45 79 12S 151 10.2 48.31 53.04 2 0.75 0.50 0.50 84 56 86 80 121 155 10.2 48.31 53.04 2 0.75 0.50 0.50 84 56 88 81 122 153 10.2 48.31 53.04 2 0.75 0.50 0.50 84 56 86 62 123 152 10.2 46.31 53.04 2 0.75 0.50 0.50 64 56 88 63 12S 153 10.2' 48.31 53.04 2 0.75 0.50 0.50 84 56 68 84 121 152 10.2 46.31 53.04 2 0.75 0.50 0.50 64 56 66 85 122 151 10.2 48.31 53.04 2 0.75 0.50 0.50 84 56 66 86 123 155 10.2 46.31 53.04 2 0.75 0.50 0.50 84 56 68 14 LEG 8.00 X 6.00 X 0.5625 45 87 16P 175 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 86 161 171 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 89 162 172 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 90 163 173 7.4 291.72 211.72 1 1.00 1.00 1.00 35 35 56 91 170 165 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 92 171 161 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 13 172 182 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 94 173 183 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 95 165 195 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 96 181 191 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 97 182 192 7.4 291.72 211.72 1 1.00 1.00 1.00 35 35 56 18 183 193 7.4 291.72 291.72 1 1.00 1.00 1.00 35 35 56 22 LEG 6.00 X 8.00 X 0.500• 45 99 195 205 7.4 276.48 275.62 1 1.00 1.00 1.00 35 35 56 100 191 201 7.4 278.46 275.62 1 1.00 1.00 1.00 35 35 56 101 192 202 7.4 278.48 275.62 1 1.00 1.00 1.00 35 35 56 102 193 203 7.4 278.48 275.62 1 1.00 1.00 1.00 35 35 56 103 20S 215 14.8 278.48 275.62 1 0.50 0.50 0.50 35 35 56 104 201 211 14.8 278.48 275.62 1 0.50 0.50 0.50 35 35 56 105 202 212 14.8 276.48 275.62 1 0.50 0.50 0.50 35 35 56 106 203 213 14.6 278.48 275.62 1 0.50 0.50 0.50 35 35 56 15 LEG' 6.00 8.00 X.0.5000 45 107 100 110 6.2 288.75 275.62 1 1.00 1.00 1.00 30 30 47 106 101 111 6 286.75 275.62 1 1.00 1.00 1.00 30 30 47 109 102 112 6.2 268.75 275.62 1 1.00 1.00 1.00 30 30 47 110 103 113 6.2 266.75 275.62 1 1.00 1.00 1.00 30 30 47 111 110 120 6.2 286.82 275.62 1 1.00 1.00 1.00 30 30 46 112 111 121 6.2 266.62 275.62 1 1.00 1.00 1.00 30 30 46 113 112 122 6.2 288.62 275.62 1 1.00 1.00 1.00 30 30 46 114 113 123 6.2 268.62 275.62 1 1.00 1.00 1.00 30 30 46 115 12S 155 6.2 268.75 275.62 1 1.00 1.00 1.00 30 30 47 116 121 151 6.2 286.75 275.62 1 1.00 1.00 1.00 30 30 47 . 117 122 152 6.2 288.75 275.62 1 1.00 1.00 1.00 30 30 47 116 123 153 6.2 266.75 275.62 1 1.00 1.00 1.00 30 30 47 111 150 16P 7.0 281.89 275.62 1 1.00 1.00 1.00 34 34 53 120 151 161 7.0 261.69 275.62 1 1.00 1.00 1.00 '34 34 53 121 152 162 7.0 261.69 275.62 1 1.00 1.00 1.00 34 34 53 122 153 163 7.0 281.69 275.62 1 1.00 1.00 1.00 34 34 53 16 . XBR 4.00 X 4.00 X 0.3125 45 123 155 161 10.8 66.30 66.30 2 0.75 0.50 0.50 76 52 82 124 151 16P 10.8 66.30 66.30 2 0.75 0.50 0.50 76 52 62 125 152 163 10.8 66.30 66.30 2 0.75 0.50 0.50 78 52 62 126 153 162 10.8 66.30 66.30 2 0.75 0.50 0.50 76 52 62 127 155 163 10.6 66.30 66.30 2 0.75 0.50 0.50 78 52 82 128 151 162 10.6 66.30 66.30 2 0.75 0.50 0.50 76 52 82 129 152 161 10.6 66.30 66.30 2 0.75 0.50 0.50 78 52 62 130 153 16P 10.6 66.30 66.30 2 0.75 0.50 0.50 76 52 62 17 XBR 3.50 X 3.00 X 0.2500 45 131 16P 171 11.9 27.79 39.76 2 0.57 0.76 0.57 73 122 129 132 161 17S 11.9 27.79 39.78 2 0.57 0.78 0.57 73 122 129 133 162 173 11.9 27.79 39.78 2 0.57 0.76 0.57 73 122 129 134 163 172 11.9 27.79 39.78 2 0.57 0.76 0.57 73 122 129 135 16P 173 11.9 27.79 39.78 2 0.57 0.76 0.57 73 122 129 136 161 172 11.9 27.79 39.78 2 0.57 0.76 0.57 73 122 129 137 162 171 11.9 27.79 39.76 2 0.57 0.78 0.57 73 122 129 136 163 17S 11.9 27.79 39.76 2 0.57 0.76 0.57 73 122 121 16 XBR 3.50 X 3.00 X 0.2500 45 139 175 161 13.9 22.92 39.78 2 0.55 0.78 0.55 83 143 146 140 171 160 13.9 22.92 39.78 2 0.55 0.76 0.55 83 143 146 141 172 183 13.9 22.92 39.76 2 0.55 0.78 0.55 63 143 146 142 173 162 13.9 22.92 39.78 2 0.55 0.76 0.55 63 143 146 143 170 163 13.9 22.92 39.76 2 0.55 0.76 0.55 83 143 146 144 171 162 13.9 22.92 39.76 2 0.55 0.76 0.55 63 143 146 145 172 181 13.9 22.92 39.78 2 0.55 0.78 0.55 83 143 146 146 173 165 13.9 22.92 39.76 2 0.55 0.76 0.55 63 143 146 19 KBR 3.50 X 3.50 X 0.2500 45 147 185 225 9.6 21.41 25.67 3 1.00 1.00 1.00 106 106 169 146 161 22S 9.8 21.41 25.67 3 1.00 1.00 1.00 106 106 169 149 182 22Y 9.6 21.41 25.67 3 1.00 1.00 1.00 106 106 169 150 183 22Y 9.8 21.41 25.67 3 1.00 1.00 1.00 108 106 169 151 185 23S 9.6 21.41 25.67 3 1.00 1.00 1.00 106 108 169 152 161 235 9.8 21.41 25.67 3 1.00 1.00 1.00 108 106 169 153 182 23X 9.6 21.41 25.67 3 1.00 1.00 1.00 106 106 169 154 163 23S 9.6 21.41 25.67 3 1.00 1.00 1.00 106 108 169 20 KBR 4.00 X 4.00 X 0.2500 45 155 22S 20S 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 156 22S 201 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 157 22Y 202 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 156 22Y 203 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 159 23S 205 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 160 23X 201 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 161 23X 202 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 162 23S 203 11.6 23.47 26.52 3 1.00 1.00 1.00 111 111 175 21 KBR 4.00 X 3.00 X 0.2500 45 163 20S 24S 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 156 164 201 24S 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 158 165 202 24Y 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 156 166 203 24Y 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 156 167 20S 25S 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 158 166 201 255 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 156 169 202 25X 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 156 170 203 255 17.1 21.24 26.52 3 1.00 0.50 0.50 161 115 158 23 HBR 3.00 X 3.00 X 0.1675 45 171 210 245 11.5 8.77 31.61 3 1.00 1.00 1.00 147 147 232 172 211 24S 11.5 6.77 31.81 3 1.00 1.00 1.00 147 147 232 173 212 24Y 11.5 6.77 31.81 3 1.00 1.00 1.00 147 147 232 174 213 24Y 11.5 6.77 31.61 3 1.00 1.00 1.00 147 147 232 175 21S 255 11.5 6.77 31.81 3 1.00 1.00 1.00 147 147 232 176 211 255 11.5 6.77 31.81 3 1.00 1.00 1.00 147 147 232 177 212 255 11.5 6.77 31.61 3 1.00 1.00 1.00 147 147 232 178 213 25S 11.5 6.77 31.81 3 1.00 1.00 1.00 147 147 232 24 XBR 2.00 X 0.00 X 0.1675 45 179 2P 22 11.5 0.02 10.02 1 0.50 1.00 0.50 1262 2564 1282 L/R > 200 160 21 23 11.5 0.02 10.02 1 0.50 1.00 0.50 1262 2564 1262 L/R > 200 25 XBR 2.00 X 2.00 X 0.1875 45 161 16P 162 11.5 4.03 13.26 3 1.00 0.50 0.50 224 112 176 L/R < 300 162 161 163 11.5 4.03 13.26 3 1.00 0.50 0.50 224 112 176 L/R < 300 26 HNG 2.00 X 2.00 X 0.1675 45 163 2P 3P 13.4 4.77 22.59 3 1.00 0.50 0.50 261 130 204 L/R < 300 164 23 3P 13.4 4.77 22.59 3 1.00 0.50 0.50 261 130 204 L/R C 300 27 HNG 2.50 X 2.00 X 0.2500 45 165 21 4P 16.9 4.61 34.70 3 0.33 1.00 0.33 65 342 156 L/R > 250 166 22 4P 16.9 4.61 34.70 3 0.33 1.00 0.33 65 342 156 L/R > 250 26 HNG 2.00 X 2.00 X 0.1675 45 167 7S 6P 13.4 4.77 22.59 3 1.00 0.50 0.50 261 130 204 L/R < 300 166 73 6P 13.4 4.77 22.59 3 1.00 0.50 0.50 261 130 204 L/R < 300 29 HNG 3.00 X 3.00 X 0.2500 45 389 26P IP 10.0 25.96 50.09 3 1.00 0.50 0.50 130 65 102 190 26Y 9P 10.0 25.98 50.09 3 1.00 0.50 0.50 130 65 102 Commonwealth Associates, Inc. Pegs 4/12 30 HNG 2.00 X2.00 X 0.1675 45 191 12S 192 123 31 HNG 3.00 2 3.00%0.2500 45 193 27P 194 27Y 32 AXBR 2.00 X 2.00 X 0.1875 45 195 50 196 S3 33 8500 2.00 X2.00 X 0.1875 45 197 105 198 103 34 AXBR 2.00 X 2.00X 0.1875 45. 199 155 200 153 35 ABR 3.00 X 2.00%0.1875 45 201 105 202 101 36 ABR 3.00 X 2.00 X 0.1875 45 203 153 204 151 37 ARM 3.50 X 3.50 X 0.2500 45 205 51 206 52 60 ARM 3.00 X 3.00 X 0.2500 45 207 55 208 53 38 ARM 3.00 X3.00 X 0.2500 45 209 5S 210 53 39 ARM 3.502 3.50 X 0.2500 45 211 101 212 102 40 ARM 3.00 X 3.00 X 0.2500 45 213 105 214 103 41 ARM 3.50 X 3.50 X 0.2500 45 215 151 216 152 42 ARM 3.00 X 3.00 20.2500 45 217 150 218 153 44 HOR 2.50 X 2.50 X 0.1875 45 219 190 220 191 221 192 222 193 223 190 224 191 225 192 226 193 43 HBR 2.50 2 2.50 X 0.1875 45 227 16P 228 161 229 16P 230 163 45 HNG 2.50 X 2.50 X 0.2500 45 231 71 232 72 46 HNG 2.50 X 2.50 X 0.2500 45 233 121 234 122 47 ABR 2.00 X 2.00 X 0.1875 45 235 101 236 102 48 ABR 2.00 X 2.00 X 0.1875 45 237 151 238 152 49 ARM 3.00 X 3.00 X 0.2500 45 239 10S 240 103 50 ARM 3.00 X 3.00 X 0.2500 45 241 150 242 153 51 TBR 2.00 X 2.00 X 0.1675 45 243 22S 244 23S 52 DUM 0.10 X 0.10 X 1.0000 45 245 22S 246 22S 247 22Y 246 22Y 249 27P 250 26P 251 24S 252 24S 253 24Y 254 24Y 255 29S 256 29S 257 29Y 258 29Y 53 TBR 3.00 X 3.00 X 0.1875 45 259 24S 260 255 54 KBR 4.00 X 3.00 X 0.2500 45 261 24S 262 24S 263 24Y 264 24Y 265 255 266 252 267 25X 268 25S 55 LEG 8.00 X 8.00 X 0.5000 45 269 210 270 211 271 212 272 213 56 HBR 5.00 X 5.00 X 0.3125 45 273 28S 274 261 275 282 276 283 277 280 278 261 279 262 280 283 57 TBR 4.00 X 4.00 X 0.2500 45 281 29S 282 30S 56 KBR 6.00 X 3.50 X 0.3750 45 263 29S 284 29S 285 29Y 286 29Y 287 300 268 305 289 302 290 30S 59 LEG 8.00 X 8.00 X 0.5000 45 291 26S 292 261 293 282 294 263 61 XBR 2.00 X 2.00 X 0.1675 45 295 190 216 191 62 XBR 2.50 X 2.00 X 0.1875 45 297 210 298 211 63 XBR 2.50 X 2.50 X 0.1675 45 299 262 300 281 see TOWER DEAD LOAD AND DRAG AREAS 13P 13P 14P 14P 52 51 102 101 152 151 103 102 153 152 4P 4P 51 52 3P 3P 9P 9P 8P 8P 14P 14P 13P 13P 22S 22S 22Y 22Y 23S 232 23X 23S 163 162 161 162 26P 26Y 27P 27Y 26P 26Y 27P 27Y 101 102 151 152 22Y 232 23S 232 23X 23S 27Y 26Y 250 25X 25X 250 30S 302 302 30S 24Y 25X 280 281 282 263 280 281 262 283 280 261 282 263 29S 290 29Y 29Y 30S 30X 30X 305 29Y 305 31P 311 312 313 31P 311 312 313 31P 311 312 313 192 193 212 213 262 263 13.4 4.77 22.59 13.4 4.77 22.59 10.0 25.98 50.09 10.0 25.96 50.09 11.5 5.10 22.59 11.5 5.10 22.59 11.5 5.10 22.59 11.5 5.10 22.59 11.5 5.10 22.59 11.5 5.10 22.59 6.2 7.66 26.52 8.2 7.66 26.52 8.2 7.66 26.52 8.2 7.66 26.52 15.7 43.21 51.99 15.7 43.21 51.99 8.2 18.84 26.52 8.2 18.84 26.52 11.9 28.41 39.78 11.9 28.41 39.78 15.7 43.21 51.99 15.7 43.21 51.99 11.9 28.41 39.78 11.9 28.41 39.78 15.7 43.21 51.99 15.7 43.21 51.99 11.9 28.41 39.78 11.9 28.41 39.76 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 7.8 9.79 24.19 8.2 9.16 26.52 8.2 9.16 26.52 8.2 9.16 26.52 8.2 9.16 26.52 7.1 14.67 39.78 7.1 14.67 39.78 7.1 14.67 39.78 7.1 14.67 39.78 6.4 7.40 22.59 6.4 7.40 22.59 6.4 7.40 22.59 6.4 7.40 22.59 6.2 18.64 26.52 8.2 18.84 26.52 6.2 18.64 26.52 8.2 18.84 26.52 15.6 2.21 13.26 15.6 2.21 13.26 11.0 0.45 -36.11 11.0 0.45 -36.11 11.0 0.45 -36.11 11.0 0.45 -36.11 5.2 0.45 -36.11 5.2 0.45 -36.11 16.3 0.45 -36.11 16.3 0.45-36.11 16.3 0.45 -36.11 16.3 0.45 -36.11 21.2 0.45 -36.11 21.2 0.45 -36.11 21.2 0.45 -36.11 21.2 0.45 -36.11 23.0 4.69 13.26 23.0 4.89 13.26 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 25.2 19.29 26.52 20.6 231.85 248.06 20.5 231.65 246.05 20.6 231.85 246.06 20.6 231.65 248.06 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 15.0 35.07 53.04 29.9 11.16 26.52 29.9 11.16 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 41.3 26.52 26.52 36.0 265.20 265.20 36.0 265.20 265.20 36.0 265.20 265.20 36.0 265.20 265.20 22.0 3.18 22.59 22.0 3.16 22.59 32.5 2.16 22.84 32.5 2.16 22.84 42.3 1.97 26.52 42.3 1.97 26.52 3 3 1.00 0.50 0.50 3 3 1.00 0.50 0.50 3 3 1.00 0.500.50 3 3 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 0.33 0.33 0.33 3 3 0.33 0.33 0.33 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 2 0.50 0.50 0.50 3 2 0.50 0.50 0.50 3 3 0.33 0.33 0.33 3 3 0.33 0.33 0.33 3 2 0.50 0.50 0.50 3 2 0.50 0.50 0.50 3 3 0.33 0.33 0.33 3 3 0.33 0.33 0.33 3 2 0.50 0.50 0.50 3 2 0.50 0.50 0.50 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.05 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 0.50 0.50 3 1 1.00 0.50 0.50 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 3 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 3 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 1 1 3.00 1.00 1.00 1 1 1.00 1.0o 1.00 1 1 1.00 1.00 1.00 1 1 1.00 1.00 1.00 3 2 1.00 0.50 0.50 3 2 1.00 0.50 0.50 3 1 0.67 0.33 0.33 3 3 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.67 0.33 0.33 3 1 0.33 0.33 0.33 3 1 0.33 0.33 0.33 3 1 0.33 0.33 0.33 3 1 0.33 0.33 0.33 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 1.00 1.00 3 3 1.00 0.50 0.50 3 3 1.00 0.50 0.50 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 3 1 0.40 0.20 0.20 1 3 0.20 0.20 0.20 1 3 0.20 0.20 0.20 1 3 0.20 0.20 0.20 3 3 0.20 0.20 0.20 3 3 0.75 0.50 0.50 3 3 0.75 0.50 0.50 3 3 0.75 0.50 0.50 3 3 0.75 0.50 0.50 3 3 0.75 0.50 0.50 3 3 0.75 0.50 0.50 261 261 130 130 224 224 224 224 224 224 101 101 101 101 57 57 105 105 77 77 57 57 77 77 57 57 77 77 120 120 120 120 120 120 120 120 126 126 126 126 110 110 310 110 124 124 124 124 105 105 105 105 303 303 130 130 65 65 112 112 112 112 112 112 168 168 168 168 57 57 105 105 77 77 57 57 77 77 57 57 77 77 120 120 120 120 120 120 120 120 126 126 126 126 110 110 110 110 124 124 124 124 105 105 105 105 152 152 204 L/R < 300 204 L/R < 300 102 102 176 L/R < 300 176 L/R < 300 176 L/R < 300 176 L/R <300 176 1/11 < 300 176 L/R < 300 223 223 223 L/R < 300 223 L/R < 300 90 90 165 165 121 121. 90 90 121 121 90 90 121 121 389 189 189 189 189 189 189 189 198 L/R < 300 198 L/R < 300 198 L/R < 300 198 L/R < 300 173 173 173 173 194 194 194 114 165 165 165 165 237 1/0 > 200 237 L/R > 200 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 294 147 232 L/R > 225 294 147 232 L/R > 225 158 111 153 158 111 153 156 111 153 158 111 153 156 111 153 156 111 153 158 111 153 158 111 153 33 33 51 33 33 51 33 33 S1 33 33 51 114 114 181 114 114 181 114 114 181 114 114 181 114 114 181 114 114 181 114 114 181 114 114 181 287 144 226 L/R > 250 287 144 226 L/R > 250 102 100 129 102 100 129 102 100 129 102 100 129 102 100 129 102 100 129 102 100 129 102 100 129 35 35 54 35 35 54 35 35 54 35 35 54 321 214 336 L/R > 250 321 214 336 L/R > 250 369 325 457 L/R > 250 369 325 457 L/R > 250 489 326 513 L/R > 250 469 326 513 L/R > 250 Commonwealth Associates, Inc. Page 5/12 jr. • UNFACTORED DRAG AREA LABEL' DEAD LOAD .X -DIR. Y -DIR.� (kip/ (ftA2) (ft•21 1 1P 0.163 4.453 4.453 2 0.191 13.537 12.644 3 21. 0.21? 14.822 12.152 4 22 0.217. 14.622 12.952 5 23 0.199 13.537 12.644 6 3P 0.114 9.839 4.506 7 4P. 0.190 15.673 5.462 :6 8P 0.114 9.839 4.506 9 9P 0.175 13.702 4.130 10 13P 0.114 9.639 4.506 11. 14P 0.175 13.702 4.130 12 16P 0.491 24.060 24.060 13 . 161' 0.411 24.060 24.060 14 162 0.491 24.060. 24.060 15 163 0.441 24.060 24.060 16 26P. 0.059 4.101 2.235 17 26Y. 0.059 4.901 2.235 18 .27P 0.059 4.901 2.235 19 27Y 0.051 4.901 2.235 20 . 31P. 0.000 0.000 0.000 21 311 0.000 0.000 0.000 22.. 312. 0.000 0.000 0.000 23 313 0.000 0.000 0.000 24. SS 0.269 18.168 16.315 25 51 0.310 19.800 16.565 26 52 0.310 19.600 16.565 27 53 0.289 16.166 16.395 26 64 0.194 11.968 11.968 29 61 0.144 11.966 11.968 30 62 0.114 11.966 11.968 31 63 0.194 11.968 11.966 32 7S 0.231 15.794 13.200 33 71 0.228 15.107 12.823 34 72 0.228 15.107 12.623 35 73 0.231 15.714 13.200 36 105. 0.368 21.077 11.304 37 101 0.396 23443 19.135 36 102 0.396 .23.743 19.935 39 103 0.368 '. 21.077 19.304 40 115 0.352' 17.782 17.762 41 .111 0.352 17.782 17.782 42 112 0.352 17.782 17.782 43 113 0.352 17.782 17.782 44 125 0.388 21.609 11.015 45 121 0.385 20.921 18.637 46 122 0.385 20.921 18.637 47 123 0.386 21.609 19.015 . 46 155 0.496 25.673 23.900 ' 49' 151 '' 0.527 28.340 . 24.531 50 152 : 0.527 28.340 24.531 51 153 0.496 25.673 23.900 52 21S 0.692. 30.897 30.897 53 211 0.692 30.897 30.617 54 212 0.692 ..30.897 30.897 55 213 0.692 30.897 30.897 56 175 '0.447 21.431 21.431 57 ' 171 0.447 21.431 21.431 58 172 ' . 0.447 21.431 21.431 59 173' 0.447 21.431 21.431 60 165 0.438 20.817 20.817 61 181 0.438 20.817 20.617 62 182 0.434 20.617 20.817 63 163 0.436 20.817 20.617 64 20S 0.585 31.307 31.307 65 201 0.585 31.307 31.307 66 202 0.585 31.307 31.307 67 203 0.565 31.307 31.307 68 195 ' 0.322 13.916 13.916 69 191 0.322 13.916 13.916 70 192 0.322 13.918 13.918 71 193 0.322 13.916 13.918 72 22S 0.220 16.727 11.816 73 22Y 0.220 16.727 11.618 74 .235 0.220 11.818 16.727 75 23X 0.220 11.818 16.727 76 24S 0.414 33.887 29.171 77 24Y 0.414. 33.687 29.171 78 255 0.414 29.171 33.887 79 251 0.414 29.171 33.867 60 265 1.391 64.764 64.764 81 281 1.391 64.764 64.764 82 282 1.391 64.764 64.764 63 283 1.391 64.764 64.764 64 29S 0.919 53.530 45.739 85 29Y 0.919 53.530 45.739 86 305 0.919 45.739 53.530 87 301 0.919 45.739 53.530 TOTAL 35.214 1104.347 1794.952 LOADS FROM FILE st \pls \tower \clients \j■\jmlrv.lca DEAD STRENGTH • WIND DESCRIPTION - - -+ USE LC LOAD REDUCT. +- FACT.PRESS.• +- VELOCITY - -+ FOR NO. DESCRIPTION FACT. .FACT. TRAN. LONG. TRAN. LONG. (PSF1 (PSF) (MPH) (MPH) ass VECTOR 1 1 NESC MEDIUM INTA 1.500 1.000 16.00 0.00 79 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 Commonwealth Associates, Inc. Page 6/12 GuUs Ares'•; ;. . :Braces.' Insulators 2 .' 1.861 3 1.830 4:' -2.645 HBR:...5 0.002 ' . .'' 3.932 10 -0.426 11 ,: 0.409 12 1.006 13 - 0.383 14 -0.331 5. /BR:. ,25 8.322 26 -5.919 27 -5.848 ..` 28 6.283 29 0.433 30 ' -1.525 31 -1.389 32 .'0.296 XBR. - 6.467 34 - 6.826 35 -6.707 36 6.273 37 -1.767 38 -0.066 39 0.071 40 - 1.810 7 TIE. 41 3.122 42 3.056 6. ABR" 43 0.654 44 1.541 9 LEG 45 -4.526 46. -0.255 47 0.309 48 -4.459 49 - 8.719 50 3.446 51 3.141 52 -8.494 53 - 19.933 54 11.987 55 11.433 56 - 19.673 57 - 28.467 56 16.965 59 16.151 60 27.684 10 /OR ;61 11.367 62 - 13.944 63.'. - 13.766 64 11.126 65 2.422 66 0.565 67 0.667 66 2.320 11 /BR '69 14.460 70, - 11.717 71 - 11.476 Commonwealth Associates. Inc. � z•...14‘.1.14•' TIE 77 3.002! 80 12.9511 81 -12.503 82 12.120 63 0.930 811 -0.891 85 -0.761 86 69.450 61 91.7145 90 -11'1.172 92 65.339 93 86.258 III -110.021 , • , •• • •• • • • • • 109 .-41.657 ,`• 1.11 -57.616 137 -3.04.14 136 1.815 16 XBR 139 -1.453 140 -0.012 , 1`41, - 1.464 144 2.111 . , " 19 , KBR • 147 0.462 ' I 153 -2.169 154 1.282 20 K01 155 0.315 157 0.497 158 0.287 159 1.618 160 -3.208 • 161 -2.518 162 1.031 21 CDR 163 0.500 164 -1.656 165 -1.469 166 0.234 167 166 • 2.982 169 • 170 -1.255 23 NOR 171 0.671 /72 -0.560 173 -0.666 174 0.406 175 -0.265 1.76 -0.086 177 -0.172 176 24 xeR 179 0.460 180' 0.503 25 001 181 -2.340 162 -0.000 26 HNG 183 3.832 Commonwealth Associates" Inc, "•• • •.. :'••• = , • . ' ' •,•;Page 6/12 •••• 27 11 1:1 ' 28 ONG 167 3.851 33 AXON . 197 -0:275 • ' - 44 808 220 -0.034 221 -0.527 , 234- . - 5• 556 . A138 • 235 3.036 SO ARM 241. -3.051 242 -3.060 51 TOR 243 -0.056 . 244 -0.056 • 'I. • , I . ' 253 -0.365 254- 0.383 256 -0.607 257 -0.607 256 0.1.05 - 0. 106 260 -0.106 Kelt 261 -3.670 262 '1.668 263 1.471 264 -3.556 265 -1.619 266 2.304 267 2.797 2La -2.514 55 LEG 264 -114.076 270 61.141 271 81.174 272 -112.570 56 NOR 273 3.011 274 -2.217 275 -2.053 276 2.330 277 0.248 276 -1.360 • 279 -1.623 260 0.619 57 TOR 281 -0.236 262 -0.236 56 KOR 263 -7.510 264 5.864 265 5.054 266 -6.660 287 -0.252 266 -1.051 269 -0.575 290 -1.374 54 LEG 241 -121.572 292 62.451 293 62.511 244 -119.674 61 008 245 0.313 Commonwealth Amsoclates, • .1 .415 'AOR 237 ; 3.031. . "- • „. 238 3.036 . Page 1112 ,„ • • 3 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 16 19 20 21 22 62 %BR 63 XBR *me CLAMP INSULATOR RESULTS CLAMP LC RESULTANT NO. NO. FORCE USAGE (LOS) (pot) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. mu INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) CLAMP 1 CLAMP 2 CLAMP 3 CLAMP 4 CLAMP 5 CLAMP 6 CLAMP 7 CLAMP a CLAMP. 9 CLAMP 10 CLAMP 11 CLAMP 12 CLAMP 13 CLAMP 14 CLAMP 15 CLAMP 16 CLAMP 17 CLAMP 18 CLAMP 19 CLAMP 20 CLAMP 21 CLAMP 22 296 297 298 299 300 4031 8129 8129 6129. 8129 8129 8129 938 1423` 234 234 234 273 273 273 273 273 273 391 703 1093 664 3.6 7.2 7.2 7.2 7.2 7.2 7.2 0.6 1.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.6 1.0 0.6 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 3. 1 1 LEG -2.68 1 N 2 HBR -2.13 1 N 3 XBR -0.43 1 N 4 %BR -7.55 1 N 5 XBR -5.92 1 N 6 %BR -6.83 1 N 7 TIE 0.00 1 N 8 ABR 0.00 1 N 9 LEG -28.47 1 N 10 XBR -13.94 3 N 11 %BR -11.72 1 N 12 TIE 0.00 1 N 13 XBR -12.95 1 N 14 LEG - 114.67 1 N 15 LEG -78.18 1 N 16 XBR -27.45 1 N 17 %BR -3.49 1 N 18 XBR -2.13 1 N 19 KBR -2.47 1 N 20 KBR -3.21 1 N 21 KBR -1.92 1 N 22 LEG - 113.69 1 N 23 HBR -0.67 1 N 24 XBR 0.00 1 N 25 XBR -2.34 1 N 26 HNG 0.00 1 N 27 HNG 0.00 1 N 26 HNO 0.00 1 N 29 HNG 0.00 1 N 30 HNG 0.00 1 N 31 HNG 0.00 1 N 32 A %BR -0.39 1 N 33 A %BR -0.31 1 N 34 AXON 0.00 1 N 35 ABR -0.42 1 N 36 ABR -6.89 1 N 37 ARM -6.53 1 N 38 ARM 0.00 1 N 39 ARM -11.42 1 N 40 ARM 0.00 1 N -0.384 -0.011 -0.132 -0.020 -0.044 3.6 7.2 7.2 7.2 7.2 7.2 7.2 0.6 1.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.6 1.0 0.6 ass MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES sas POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO +- GROUP -+ + -- MAXIMUM FORCES - -+ +-- MEMBER SIZE 6 MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. 0 -0 Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (Z) (kip) (kip) (kip) (2) 1.86 1 N SAE 3.50 X 3.50 00.3125 3.43 1 N SAE 2.50 X 2.50 30.1875 1.04 1 H SAU 2.50 X 2.00 X0.3125 5.68 1 N SAU 2.50 X 2.00 00.3125 8.32 1 N SOU 2.50 X 2.00 00.3125 6.49 1 N SAU 2.50 X 2.00 00.3125 3.12 1 N SAE 2.50 X 2.50 00.1875 1.54 I N SAU 3.00 X 2.00 00.1675 16.96 1 N SAE 5.00 X 5.00 X0.3125 11.37 1 N SAE 3.50 X 3.50 00.2500 14.48 1 N SAE 3.50 X 3.50 00.2500 3.00 1 N SAE 2.50 X 2.50 X0.1875 12.65 1 N SAE 3.50 X 3.50 X0.2500 91.75 3 N SAE 8.00 X 6.00 30.5625 69.70 1 N SAE 8.00 X 8.00 %0.5000 18.38 1 N SAE 4.00 X 4.00 00.3125 3.25 1 N SAU 3.50 X 3.00 00.2500 2.42 1 N SAU 3.50 X 3.00 00.2500 1.48 1 N SAE 3.50 X 3.50 00.2500 1.62 1 N SAE 4.00 X 4.00 00.2500 2.98 1 N SAU 4.00 X 3.00 X0.2500 65.91 1 N SAE 6.00 0 8.00 00.5000 0.66 1 N SAE 3.00 X 3.00 30.1875 0.50 1 N BAR 2.00 0 0.00 30.1875 0.00 1 N SAE 2.00 X 2.00 00.1875 3.84 1 N SAE 2.00 X 2.00 00.1675 4.99 1 N SAU 2.50 X 2.00 X0.2500 3.85 1 N SAE 2.00 X 2.00 X0.1875 7.78 1 N SAE 3.00 X 3.00 00.2500 3.91 1 N SAE 2.00 0 2.00 00.1875 7.76 1 N SAE 3.00 X 3.00 00.2500 0.00 1 N SAE 2.00 X 2.00 30.1875 0.00 1 N SAE 2.00 3 2.00 00.1675 2.75 1 N SAE 2.00 X 2.00 00.1875 1.98 1 N SAU 3.00 X 2.00 00.1875 18.01 1 N SAU 3.00 3 2.00 00.1675 0.00 1 N SAE 3.50 X 3.50 30.2500 0.56 1 N SAE 3.00 X 3.00 00.2500 0.00 1 N SAE 3.50 X 3.50 00.2500 0.59 1 N SAE 3.00 X 3.00 00.2500 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES 9.1 1.00 1.00 1.00 8.2 1.00 1.00 1.00 10.2 0.50 0.75 0.50 10.2 0.50 0.75 0.50 10.2 0.50 0.75 0.50 10.0 0.50 0.75 0.50 8.2 1.00 1.00 1.00 8.2 1.00 1.00 1.00 6.2 1.00 1.00 1.00 10.2 0.75 0.50 0.50 10.2 0.75 0.50 0.50 6.2 1.00 1.00 1.00 10.2 0.75 0.50 0.50 7.4 1.00 1.00 1.00 7.0 1.00 1.00 1.00 10.6 0.75 0.50 0.50 11.9 0.57 0.78 0.57 13.9 0.55 0.76 0.55 9.8 1.00 1.00 1.00 11.6 1.00 1.00 1.00 17.1 1.00 0.50 0.50 7.4 1.00 1.00 1.00 11.5 1.00 1.00 1.00 11.5 0.50 1.00 0.50 11.5 1.00 0.50 0.50 13.4 1.00 0.50 0.50 16.9 0.33 1.00 0.33 13.4 1.00 0.50 0.50 10.0 1.00 0.50 0.50 13.4 1.00 0.50 0.50 10.0 1.00 0.50 0.50 11.5 1.00 0.50 0.50 11.5 1.00 0.50 0.50 11.5 1.00 0.50 0.50 8.2 1.00 1.00 1.00 6.2 1.00 1.00 1.00 15.7 0.33 0.33 0.33 11.9 0.50 0.50 0.50 15.7 0.33 0.33 0.33 11.9 0.50 0.50 0.50 6 158 29.16 6 198 9.16 2 5 156 16.95 5 158 16.95 4 5 158 16.97 3 5 158 16.95 4 6 198 9.16 6 223 7.66 1 74 99.97 2 2 68 48.31 2 2 66 48.33 2 6 198 9.16 2 68 48.31 2 1 56 339.91 3 1 53 261.89 2 2 82 72.72 4 5 129 27.79 1 5 146 22.92 6 169 21.41 1 6 175 23.47 1 5 161 21.24 1 56 278.46 4 6 232 8.77 42564 0.02 4 224 4.03 5 6 261 4.77 6 342 4.61 6 261 4.77 6 130 25.98 6 261 4.77 6 130 25.98 5 224 5.10 5 224 5.10 5 224 5.10 6 223 7.66 6 223 7.66 9 3 90 43.21 2 5 121 26.41 3 90 43.21 2 5 121 26.41 6 79.56 141.33 71.20 3 39.78 42.40 30.36 2 26.52 47.11 42.77 2 26.52 47.11 42.77 2 26.52 47.11 42.77 2 26.52 47.11 42.77 2 26.52 26.27 30.36 2 26.52 28.27 30.28 8 106.06 188.44 96.36 4 53.04 75.37 57.67 4 53.04 75.37 57.67 2 26.52 26.27 30.36 4 53.04 75.37 57.67 22 291.72 932.76 308.33 26 344.76 979.67 275.62 5 66.30 117.77 79.72 3 39.78 56.53 54.95 3 39.78 56.53 54.95 2 26.52 37.69 25.67 2 26.52 37.69 29.21 2 26.52 37.69 50.09 22 291.72 829.12 275.62 4 53.04 56.53 31.81 1 13.26 14.13 10.02 1 13.26 14.13 22.59 2 26.52 28.27 22.59 3 39.74 56.53 34.70 2 26.52 28.27 22.59 4 53.04 75.37 50.09 2 26.52 26.27 22.59 4 53.04 75.37 50.09 2 26.52 28.27 22.59 2 26.52 26.27 22.59 2 26.52 26.27 22.59 2 26.52 28.27 30.26 2 26.52 28.27 30.28 4 53.04 75.37 51.99 3 39.78 56.53 41.87 4 53.04 75.37 51.99 3 39.76 56.53 41.87 3 11 4 26 31 26 12 6 27 26 27 11 24 39 25 41 9 6 9 12 11 39 2 5 0 17 14 17 16 17 16" 0 0 12 7 68 16 1 22 1 Commonwealth Associates, Inc. Page 10/12 41 ARM -11.42 1 N 42 ARM 0.00 1 N 43 HBR -0.22 1 N 44 HBR -0.53 1 N 45 HNG 0.00 1 N 46 HNG 0.00 1 N 47 ABR 0.00 1 N 46 ABR 0.00 1 N 49 ARM -2.44 1 N 50 ARM -3.06 1 N 51 TBR -0.06 1 N 52 DUN -0.61 1 N 53 TBR -0.11 1 N 54 ERR -3.87 1 N 55 LEG - 114.08 1 N 56 HOR -2.22 1 N 57 TOR -0.24 1 N 58 KBR -7.51 1 N 59 LEG - 121.57 1 N 60 ARM -3.15 1 N 61 XBR -0.38 1 N 62 %BR -0.13 1 N 63 XBR -0.04 1 N sea FOUNDATION LOADS (kip) 0.00 1 0.64 1 10.11 1 0.41 1 5.56 1 5.56 1 3.04 1 3.04 1 0.00 1 0.00 1 0.00 1 0.60 1 0.00 1 2.80 1 61.19 1 3.01 1 0.00 1 5.68 1 82.51 1 0.00 1 0.31 1 0.00 1 0.00 1 N SAE N SAE N SAE N SAE N SAE N SAE N SAE N SAE N SAE N SAE N SAE N DUN N SAE N SAU N SAE N SAE N SAE N SAU N SAE N SAE N SAE N SAU N SAE 3.50 X 3.50 00.2500 3.00 X 3.00 00.2500 2.50 X 2.50 00.1875 2.50 X 2.50 X0.1875 2.50 X 2.50 X0.2500 2.50 X 2.50 00.2500 2.00 X 2.00 00.1875 2.00 X 2.00 X0.1675 3.00 X 3.00 X0.2500 3.00 X 3.00 X0.2500 2.00 X 2.00 00.1875 0.10 X 0.10 X1.0000 3.00 X 3.00 X0.1675 4.00 X 3.00 00.2500 8.00 X 6.00 00.5000 5.00 X 5.00 X0.3125 4.00 X 4.00 X0.2500 6.00 X 3.50 50.3750 8.00 X 8.00 50.5000 3.00 X 3.00 X0.2500 2.00 X 2.00 00.1875 2.50 X 2.00 50.1675 2.50 X 2.50 00.1875 45.0 15.7 0.33 0.33 45.0 11.9 0.50 0.50 45.0 8.2 1.00 1.00 45.0 7.8 1.00 1.00 45.0 7.1 1.00 1.00 45.0 7.1 1.00 1.00 45.0 6.4 1.00 1.00 45.0 6.4 1.00 1.00 45.0 6.2 1.00 1.00 45.0 6.2 1.00 1.00 45.0 15.6 1.00 0.50 45.0 21.2 1.00 1.00 45.0 23.0 1.00 0.50 45.0 25.2 0.67 0.33 45.0 20.6 0.33 0.33 45.0 15.0 1.00 1.00 45.0 29.9 1.00 0.50 45.0 41.3 0.40 0.20 45.0 36.0 0.20 0.20 45.0 8.2 1.00 1.00 45.0 22.0 0.75 0.50 45.0 32.5 0.75 0.50 45.0 42.3 0.75 0.50 LC •- JT NO. 20 LABEL 31P -• •- JT NO. 21 LABEL 311 -• •- JT NO. LC X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR 1 N 21.619 24.675 - 125.196 - 14.156 16.670 84.197 14.287 ass LOAD CASE NO. 1 1 NESC MEDIUM INTACT - Number of iterations in SAPS = 4 ass JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) NO. LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 22 LABEL Y -DIR 16.327 0.33 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 0.50 0.33 0.33 1.00 0.50 0.20 0.20 1.00 0.50 0.50 0.50 3 10 43.21 5 121 28.41 6 198 9.16 6 189 9.79 6 173 14.67 6 173 14.67 6 194 7.40 6 114 7.40 6 165 18.64 6 165 18.84 4 303 2.21 1 3 0.45 5 294 4.69 4 156 19.29 3 51 231.85 6 181 35.07 6 267 11.18 4 129 58.72 1 54 280.05 6 165 16.84 6 336 3.16 6 457 2.16 6 513 1.97 26 0 2 5 0 0 0 0 13 16 3 135 2 20 49 6 2 26 46 17 12 6 2 312 -• •- JT NO. 23 LABEL 313 - 2 -DIR X -DIR Y -DIR Z -DIR 83.956 - 21.750 23.673 - 123.090 JOINT DISPLACEMENTS (ft) X -DIR Y -DIR Z -DIR 1 1P 0.000 4.053 -1.258 0.000 -4.053 1.258 0.001548 0.531047 - 0.001756 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.299 0.001032 0.462507 - 0.037659 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.001492 0.481437 0.018795 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.002157 0.480660 0.018931 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.001031 0.461730 - 0.037715 6 3P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.000136 0.436449 - 0.122262 7 4P 0.000 7.469 -3.646 0.000 -7.489 3.646 0.003150 0.441816 0.107612 6 8P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.000501 0.309270 - 0.116041 9 9P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.002864 0.313423 0.088966 10 13P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.001109 0.192634 - 0.105503 11 14P 0.000 7.468 -3.624 0.000 -7.466 3.624 0.002958 0.197586 0.075118 12 16P 0.000 0.560 -0.947 -0.000 -0.560 0.947 - 0.005262 0.156835 - 0.026222 13 161 0.000 0.365 -0.737 0.000 -0.365 0.737 0.001694 0.156903 0.010604 14 162 0.000 0.365 -0.737 -0.000 -0.365 0.737 - 0.001459 0.154687 0.011196 15 163 0.000 0.365 -0.737 0.000 -0.385 0.737 0.006895 0.154631 - 0.026302 16 26P 0.000 0.036 -0.066 0.000 -0.036 0.068 0.001210 0.324456 0.054452 17 26Y 0.000 0.036 -0.086 0.000 -0.036 0.066 0.003961 0.324253 0.054651 16 27P 0.000 0.036 -0.068 0.000 -0.036 0.088 0.002777 0.206646 0.046695 19 27Y 0.000 0.036 -0.066 0.000 -0.036 0.086 0.005526 0.207206 0.047297 20 31P 0.000 0.425 -0.510 21.619 24.250 - 124.686 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 - 14.156 16.670 64.197 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 14.267 16.327 83.956 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 21.750 23.673 - 123.090 0.000000 0.000000 0.000000 24 55 0.000 0.262 -0.434 0.000 -0.262 0.434 0.001020 0.438696 - 0.037541 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.001968 0.439304 0.016613 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.001486 0.436543 0.016953 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.000616 0.437927 - 0.037402 26 6S 0.000 0.620 -1.126 0.000 -0.620 1.126 0.001027 0.394607 - 0.036929 29 61 0.000 0.191 -0.292 0.000 -0.191 0.292 0.001713 0.394350 0.016571 30 62 0.000 0.191 -0.292 0.000 -0.191 0.292 0.001559 0.393586 0.018732 31 63 0.000 0.750 -1.601 0.000 -0.750 1.601 0.000564 0.393902 - 0.036805 32 7S 0.000 0.361 -0.526 0.000 -0.361 0.526 0.001625 0.351513 - 0.035532 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.000335 0.350539 0.017730 34 72 0.000 0.205 -0.342 0.000 -0.2a5 0.342 0.002710 0.349789 0.017931 35 73 0.000 0.211 -0.346 -0.000 -0.211 0.346 - 0.000264 0.350742 - 0.035412 36 lOS 0.000 0.459 -0.732 0.000 -0.459 0.732 0.000519 0.309473 - 0.033533 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.001681 0.309950 0.016539 36 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.001063 0.309148 0.016797 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.000651 0.306671 - 0.033455 40 115 0.000 0.435 -0.708 0.000 -0.434 0.708 0.002067 0.269328 - 0.032359 41 111 0.000 0.285 -0.526 0.000 -0.284 0.526 0.000430 0.269250 0.015729 42 112 0.000 0.265 -0.528 0.000 -0.264 0.526 0.001926 0.266350 0.016020 43 113 0.000 0.285 -0.528 -0.000 -0.284 0.526 - 0.001039 0.268413 - 0.032311 44 12S 0.000 0.479 -0.792 -0.000 -0.479 0.792 - 0.000511 0.231082 - 0.030774 45 121 0.000 0.298 -0.576 0.000 -0.298 0.576 0.000655 0.230146 0.014532 46 122 0.000 0.298 -0.576 0.000 -0.296 0.576 0.001256 0.229110 0.014866 47 123 0.000 0.304 -0.562 0.000 -0.304 0.582 0.001496 0.230025 - 0.030774 48 155 0.000 0.557 -0.955 0.000 -0.557 0.955 0.003328 0.194100 - 0.026657 49 151 0.000 0.393 -0.790 -0.000 -0.392 0.790 - 0.000364 0.194696 0.012971 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.001769 0.193477 0.013366 51 153 0.000 0.382 -0.745 -0.000 -0.382 0.745 - 0.002302 0.192676 - 0.026728 52 215 0.000 0.944 -1.579 -0.000 -0.944 1.579 - 0.000665 0.029796 - 0.025789 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.000355 0.029760 0.016185 54 212 0.000 0.494 -1.034 0.000 -0.494 1.039 0.000448 0.028704 0.016237 55 213 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.000537 0.028610 - 0.025331 56 17S 0.000 0.516 -0.881 0.000 -0.518 0.681 0.012196 0.129412 - 0.02453D 57 171 0.000 0.343 -0.671 -0.000 -0.343 0.671 - 0.005517 0.127980 0.011655 58 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.005900 0.126195 0.012112 59 173 0.000 0.343 -0.671 -0.000 -0.343 0.671 - 0.011183 0.127512 - 0.024439 60 185 0.000 0.508 -0.667 -0.000 -0.506 0.867 - 0.012624 0.103459 - 0.029984 61 161 0.000 0.333 -0.657 0.000 -0.333 0.657 0.006505 0.105319 0.015270 62 182 0.000 0.333 -0.657 -0.000 -0.333 0.657 - 0.005908 0.103656 0.015440 63 163 0.000 0.333 -0.657 0.000 -0.333 0.657 0.012995 0.101931 - 0.029711 64 20S 0.000 0.751 -1.177 0.000 -0.751 1.177 0.019667 0.066441 - 0.023513 65 201' 0.000 0.501 -0.677 -0.000 -0.501 0.677 - 0.012362 0.062350 0.013922 66 202 0.000 0.501 -0.677 0.000 -0.501 0.877 0.013179 0.061208 0.013985 67 203 0.000 0.501 -0.677 -0.000 -0.501 0.677 - 0.020476 0.065000 - 0.023141 68 190 0.000 0.396 -0.693 -0.000 -0.396 0.693 - 0.000226 0.061527 - 0.026223 69 191 0.000 0.223 -0.483 0.000 -0.223 0.463 0.000463 0.081520 0.015729 70 192 0.000 0.223 -0.463 0.000 -0.223 0.463 0.000497 0.060326 0.015766 71 193 0.000 0.223 -0.463 -0.000 -0.223 0.483 - 0.000182 0.080294 - 0.027799 72 22S 0.000 0.189 -0.330 0.000 -0.189 0.330 0.000119 0.081510 - 0.007836 73 22Y 0.000 0.169 -0.330 0.000 -0.189 0.330 0.000161 0.060172 - 0.007494 74 23S 0.000 0.268 -0.330 -0.000 -0.268 0.330 - 0.000126 0.090990 - 0.043951 4 53.04 3 39.78 2 26.52 4 53.04 3 39.76 3 39.78 2 26.52 2 26.52 2 26.52 2 26.52 1 13.26 1 13.26 1 13.26 2 26.52 20 265.20 4 53.04 2 26.52 2 26.52 20 265.20 2 26.52 2 26.52 2 26.52 2 26.52 75.37 56.53 26.27 56.53 56.53 56.53 28.27 28.27 37.69 37.69 51.99 41.67 30.36 24.19 39.97 39.97 22.59 22.59 41.87 41.87 14.13 22.59 75.37 -36.11 14.13 37.98 37.69 50.09 753.75 248.06 94.22 104.72 37.69 70.34 56.53 86.20 753.75 275.62 37.69 41.87 28.27 22.59 26.27 22.64 28.27 30.36 22 2 38 2 14 14 13 13 9 12 a 200 NO 1 15 43 a 26 46 12 1 0 0 Commonwealth Associates. Inc. Page 11/12 75 230 . 0400 , -0.268' 0.330 76 .' • 2 0.000 '1 0.1467 -0.620 -0.000 ' 0.620 77 29Y 0.000 0.467:"'"? 0 78 7 - 255 "; 0.000 ' , -.0.5112 0.620 1. 71 25X“-: ;; ' 0.000 0.542 -0:620 0.000 , -0.542 ' 0.620 80 265 0.000 . 1.736. ;2.126 -0.000 , -1.736. 2.126 281 0.000 . 1.036 -0.000 . -1.036 2.066 0.000407' 0.011032 ' -0.000130 • '0.021544 -0.003138 0.000053. 0.026411 ' 003747,, -41.000568` 0.051383 -0.011045 0.000386 - 0.051460 ' 0.005146..' -0.000416 • 0:005186 -0.011100 : • -0.000040 0.005851 : 0.012581 85 21V 0.000 0.732. . ; -1.371 !.0.000 . -0.732 ; 1.371 -0.000061 0.004716 -0.000387 86 305 '10.000 -1;371 . -0.000 . -0.856 1.371 ;-0.0004511 0.067543 ' 0.011263 87 300 0.000 0.651 -1.371 - 0.000 1.371 ' 0.000115 0.067668 -0.012082 .' 9 10 11 12 13 14 15 16 17 16 19 20 21 22 TOWER Version 3.36 :Tue Jan 27 06134116 1996 Commonwealth Associates, Inc. • s TOWER ANALYSIS AND DESIGN - POWER LINE SYSTEMS - 1995 see ANALYSIS IDENTIFICATION : Tower Type "C6" with Shield Wire Pyramid Peak NOTES DATE AND TIME Tue Jan 27 06:34,06 1998 PROGRAM VERSION: TOWER Version 3.36 LICENSED TO' 1 Commonwealth Associates, Inc. sic Design code 'ASCE -10', see LINEAR ANALYSIS PERFORMED see CLAMPS PROPERTIES CLAMP ATT. HOLDING NO. LABEL CAPACITY (LBS) . 112404 2 .. 3P 112404 3 4P 112404 4 6P' 112404 5 9P,.. 112404 13P 112404 ' 14P '112404 6S 112404' 63 , 112404 7S ' 112404 :10S ' 112404 11S 112404 125 112404 - '15S 112404 16P • 112404 17S . 112404 165 112404, 195 112404 20S 112404 , 215 ` . ' 112404 , 26S 112404 . 31P 112404 sac PLS -CADD DIRECT LINK DEFINITIONS ATT ATT. 'INSOL SET PHASE .SET SEC NO. LABEL TYPE NO. NO. DESCRIPTION '. END 1 1P C• 2 . 3P .. C ' 3 4P C 4. 6P C 5 IP C 6 13P C 7 14P C 6 6S C 9 63 C 10 7S C 11 101 C 12 115 C 13 125 C 14 151 C 15 16P C 16 17S C 17 16S' C 18 195 C 19 20S ' C 20 215 C 21 28S C 22 31P C ass JOINT DATA JT. JT. NO. LABEL X- COORD. (ft) Y- COORD. (ft) 1 IP 0.00 0.00 100.17 . • FIXED FIXED FIXED 2 2P 4.08 4.06 93.17 . . FIXED FIXED FIXED 3 21 4.08 -4.06 93.17 • . • FIXED FIXED FIXED 4 22 -4.06 -4.06 93.17 . FI %ED FI %ED FI %ED 5 23 -4.06 4.06 93.17 . . FIXED FIXED FIXED 6 3P 0.00 15.25 67.00 . . . . FIXED FIXED FIXED 7 4P 0.00 -19.25 67.00 . . • . • FIXED FIXED FIXED 6 8P 0.00 15.25 66.50 . . . . FIXED FIXED FIXED 9 9P 0.00 -19.25 66.50 . . . . FIXED FIXED FIXED 10 13P 0.00 15.25 50.00 . . FI %ED fI %ED FI %ED 11 14P 0.00 -19.25 50.00 . . . • FIXED FIXED FIXED 12 16P 4.06 4.06 43.00 . . . . . . FIXED FIXED FIXED 13 161 4.06 -4.06 43.00 . . . . . • FIXED FIXED FIXED 14 162 -4.06 -4.08 43.00 . . . . . • FIXED FIXED FIXED 15 163 -4.06 4.06 43.00 . . • . . • FIXED FIXED FIXED 16 26P 2.60 -9.63 70.64 . FI %ED FI %ED FI %ED 17 26Y -2.60 -9.63 70.64 . . . . . . FIXED FIXED FIXED 16 27P 2.60 -9.63 52.34 . . . . . . FIXED FIXED FIXED 19 27Y -2.60 -9.63 52.34 . FIXED FIXED FIXED 20 31P 21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 21 311 21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 22 312 -21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 23 313 -21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 24 SS 4.06 4.06 67.00 . • . . . FIXED FIXED FIXED 25 51 4.06 -4.06 67.00 . . . . . • FIXED FIXED FIXED 26 52 -4.06 -4.06 67.00 • . . . . . FIXED FIXED FIXED 27 53 -4.06 4.06 67.00 . . . . . . FIXED FIXED FIXED 26 65 4.06 4.06 60.63 . . . . . , FIXED FIXED FIXED 29 61 4.06 -4.06 60.63 . . . . . • FIXED FIXED FIXED 30 62 -4.06 -4.06 60.63 PI %ED FI %ED FI %ED 31 63 -4.06 4.06 60.63 • . . FIXED fI %ED FIXED 32 7S 4.06 4.06 74.67 . . . , . FIXED FIXED FIXED 33 71 4.06 -4.08 74.67 . . . . . • FIXED FIXED FIXED 34 72 -4.06 -4.06 74.67 . . . . . • FIXED FIXED FIXED Coaeonwealth Associates, Inc. a e e 2- COORD. X -DIR Y -DIR 2 -DIR X -ROT Y -ROT 2 -ROT RASTER (ft) Page 1/12 35 73 -4.06 4.06 74.67 . • FIXED FIXED FIXED 36 105 4.06 4.06 66.50 • • FIXED FIXED FIXED 37 101 .4.06 -4.06 68.50. • .. . FIXED FIXED FIXED 36 102 -4.06 -4.08 66.50 . FIXED FIXED FIXED 39 103 -4.06 4.06 66.50 . • . • FIXED FIXED FIXED 40 115 4.06 4.06 62.33 • . FIXED FIXED FIXED 41 331 4.06 -4.08 62.33 . . . . FIXED FIXED FIXED 42 112 -4.06 -4.06 62.33 . . • . FIXED FIXED FIXED 43 113 -4.06 4.06 62.33 • • FIXED FIXED FIXED 44 125 4.06 4.08 56.17 • • FIXED FIXED FIXED 45 121 4.06 -4.06 56.17 • . • • • . FIXED FIXED FIXED 46 122 -4.06 -4.06 56.17 • • • • • • FIXED FIXED FIXED 47 123 -4.06 4.06 56.17 • . . • • . FIXED FIXED FIXED 46 155 4.08 4.06 50.00 . . • • . . FIXED FIXED FIXED 49 151 .4.08 -4.06 50.00 • . . . . • FIXED FIXED FIXED 50 152 -4.06 -4.08 50.00 FIXED FI %ED FI %ED 51 153 -4.08 4.06 50.00 . . FIXED FIXED FIXED 52 215 13.50 11.50 0.00 • . FIXED FIXED FIXED 53 211 31.50 -11.50 0.00 . • FIXED FIXED FIXED 54 212 -11.50 -11.50 0.00 . • • • FIXED FIXED FIXED 55 213 -11.50 31.50 0.00 • . FIXED FIXED FIXED 56 175 5.32 5.32 35.83 • • FIXED FIXED FIXED 57 1.71. 5.32 -5.32 35.63 . • FIXED FIXED FIXED 58 172 -5.32 -5.32 35.63 • • FIXED FIXED FIXED 59 173 -5.32 5.32 35.83 • . • . • FIXED FIXED FIXED 60 165 6.55 6.55 26.67 . • FIXED FIXED FIXED 61 181 6.55 -6.55 26.67 • • FIXED FIXED FIXED 62 162 -6.55 -6.55 26.67 • . • FIXED FIXED FIXED 63 183 -6.55 6.55 26.67 FIXED FIXED FI %ED 64 20S 9.03 9.03 34.33 . • FIXED FIXED FIXED 65 201 9.03 -9.03 14.33 • • • FIXED FIXED FIXED 66 202 -9.03 -9.03 14.33 • • • FIXED FIXED FIXED 67 203 -9.03 9.03 14.33 • • FIXED FIXED FIXED 66 191 7.79 7.79 :21.50 . . . • • FIXED FIXED FIXED 69 391 7.79 -7.79 21.50 • • FIXED FIXED FIXED 70 192 -7.79 -7.79 21.50 • • FIXED FIXED FIXED 71 193 -7.79 7.79 21.50 ... • . . FIXED FIXED FIXED 72 22S 7.79 0.00 21.50 • . . FIXED FIXED FIXED 73 22Y -7.71 0.00 21.50 • • . . FIXED FIXED FIXED 74 231 0.00 7.79 21.50 • • . . FIXED FIXED FIXED 75 23X 0.00 -7.79 21.50 • • FIXED FIXED FIXED 76 245 11.50 0.00 0.00 • • FIXED FIXED FIXED 77 24Y -11.50 0.00 0.00 • • • • FIXED FIXED FIXED 76 255 0.00 11.50 0.00 • • FIXED FIXED FIXED 79 25X 0.00 - 11.50 0.00. • . • . • • FIXED FIXED FIXED 60 261 14.96 14.96 -20.00 • . . . • . FIXED FIXED FIXED 61 281 14.9E -14.96 -20.00 • • • FIXED FIXED FIXED 62 262 -14.96 -14.96 -20.00 . • . . . • FIXED FIXED FIXED 63 263 -14.96 14.96 -20.00 • • FIXED FIXED FIXED 84 295 14.96 0.00 -20.00 . • FIXED FIXED FIXED 65. 29Y - 14.96 0.00 -20.00 • . • . . FIXED FIXED FIXED 66 305 0.00 14.96 -20.00 • . FIXED FIXED FIXED 67 300 0.00 -14.96 -20.00 • • FIXED FIXED FIXED lima MATERIAL DATA MAT MAT TYPE DESCRIPT. MODULUS YIELD ELAS. STRESS (ksi) (ksi) ULTIMATE MAT STRESS DENSITY (ksi) (pcf) 13 A7 -49T HIGH ELASTIC 29000.0 45.000 67.000 490.0 mem CONNECTION PROPERTIES BOLT BOLT BOLT HOLE SHEAR TYPE DESCRIPT• DIAMETER DIAM. CAP. (in) (in) (kip) 6 3/4 A394 OLD 0.7500 0.6125 13.260 um 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 R2 TYP FCR TY NO HOLES T C (in) (in) • (in) (ibs /Ft) (i(1e2) (in) (in) (in) (ksi) 1 LEG SAE 3.50 X 3.50 X 0.3125 7.20 2.09 9.00 1.060 1.060 0.690 13 45.00 6 2.000 2 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 3 1.000 3 %BR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 2 1.000 L 4 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 5 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 2 1.000 L 6 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 7 TIE SAE 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.776 0.776 0.495 13 45.00 2 1.000 T 8 ABR SAU 3.00 0 2.00 X 0.1675 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 2 1.000 L 9 LEG SAC 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 8 3.500 10 XBR SAE 3.50 X 3.50 0 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 4 1.310 11 00R SAE 3.50 X 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 4 1.310 12 TIE SAE 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 2 1.000 T 13 XBR SAE 3.50 0 3.50 X 0.2500 5.80 1.69 11.50 1.010 1.090 0.694 13 45.00 4 1.310 14 LEG SAE 6.00 X 6.00 X 0.5625 29.60 6.66 12.11 2.500 2.500 1.590 13 44.53 22 4.000 15 LEG SAE 8.00 X 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 26 4.000 16 XBR SAE 4.00 X 4.00 X 0.3125 6.20 2.40 10.60 1.240 1.240 0.791 13 45.00 5 1.700 17 %BR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 3 1.000 L 18 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 3 1.000 L 19 KBR SAE 3.50 X 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 2 5.200 20 KBR SAE 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.96 2 6.000 21 KBR SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.260 0.696 0.651 13 41.62 2 1.000 S 22 LEG SAE 8.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 22 4.000 23 NOR SAE 3.00 0 3.00 0 0.1675 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 4 2.000 24 XBR BAR 2.00 X 0.00 X 0.1675 1.26 0.36 10.67 0.054 0.054 0.054 13 45.00 1 1.000 T 25 XBR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 1 1.000 T 26 HNG SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 27 HNG SAU 2.50 0 2.00 0 0.2500 3.62 1.06 7.75 0.764 0.592 0.424 13 45.00 3 1.000 T L 26 HNG SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 2 1.000 T 29 HNG SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 4 1.000 30 HNG SAE 2.00 X 2.00 0 0.1675 2.44 0.71 6.00 0.617 0.617 0.314 13 45.00 2 1.000 T 31 HNG SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 4 1.000 32 AXON SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 33 AXON SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 2 1.000 T 34 AXON SAE 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 2 1.000 T 35 ABR SAU 3.00 X 2.00 X 0.1675 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 2 1.000 L 36 ABR SAU 3.00 X 2.00 X 0.1675 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 2 1.000 7 L Commonwealth Associates. Inc. Page 2/12 37 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.614 13 45.00 36 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 39 ARM SAE 3.50 X 3.50 X 0.2500 5.60 1.69 13.50 1.090 1.090 0.694 13 45.00 40 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 41 ARM SAE 3.50 X 3.50 K 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 42 ARM SAE 3.00 K 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 43 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 44 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 30.67 0.778 0.778 0.495 13 45.00 45 HNG SAE 2.50 K 2.50 K 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 13 45.00 46 HOG SAE 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 13 45.00 47 ABM SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 48 ABM SAE 2.00 X 2.00 X 0.3875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 49 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 50 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 51 TOR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 52 DUM DUM 0.10 K 0.10 X 1.0000 0.00 0.01 2.00 100.000 100.000100.000 13 45.00 53 TOR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 54 OR SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.280 0.896 0.651 13 41.62 55 LEG SAE 8.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 56 HBR SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 57 TOR SAE 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.96 56 KBR SAU 6.00 X 3.50 X 0.3750 11.70 3.42 13.67 1.940 0.986 0.767 13 40.54 59 LEG SAE 8.00 0 6.00 % 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 60 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 61 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 62 XBR SAU 2.50 X 2.00 K 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 13 45.00 63 XBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 *as DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE CIA ALLOWABLE STRESS INCREASE FOR Y 4 2.000 3 2.000 4 2.000 3 2.000 4 2.000 3 2.000 2 1.000 T 4 2.000 3 1.000 3 1.000 2 1.000 2 1.000 2 2.000 2 2.000 1 1.000 1 1.000 1 1.000 2 1.000 S 20 4.000 4 1.750 2 1.000 2 1.000 S 20 4.000 2 2.000 2 1.000 2 1.000 S 2 1.000 ND 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 tin) lin) (in) (ksi) (ft) (kips) (kips) LEG 3.50 X 3.50 X 0.3125 45 1 IP 2P 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 2 IP 21 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 3 IP 22 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 4 IP 23 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 2 HBR 2.50 X 2.50 X 0.1875 45 5 2P 23 6.2 9.16 30.36 3 3 1.00 1.00 1.00 326 126 198 6 21 22 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 7 2P 21 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 8 23 22 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 3 XBR 2.50 X 2.00 X 0.3125 45 9 2P 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 10 21 5S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 11 22 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 12 23 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 13 2P 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 14 21 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 15 22 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 16 23 55 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 4 XBR 2.50 X 2.00 X 0.3125 45 17 5S 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 18 51 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 19 52 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 20 53 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 21 SS 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 22 51 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 23 52 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 24 53 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 5 %BR 2.50 X 2.00 X 0.3125 45 25 6S 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 26 61 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 27 62 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 26 63 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 29 6S 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 30 61 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 31 62 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 32 63 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 6 XBR 2.50 X 2.00 X 0.3125 45 33 7S 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 34 71 105 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 35 72 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 36 73 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 37 7S 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 38 71 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 39 72 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 40 73 lOS 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 7 TIE 2.50 X 2.50 X 0.1675 45 41 7S 71 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 42 73 72 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 6 ABR 3.00 X 2.00 X 0.1875 45 43 5S 53 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 44 51 52 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 9 LEG 5.00 % 5.00 X 0.3125 45 45 2P 5S 6.2 99.97 16.36 1 3 1.00 1.00 1.00 47 47 74 46 21 51 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 47 22 52 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 46 23 53 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 49 55 6S 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 50 51 61 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 51 52 62 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 52 53 63 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 53 6S 7S 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 54 61 71 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 55 62 72 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 56 63 73 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 57 7S 105 6.2 99.17 16.36 1 3 1.00 1.00 1.00 47 47 74 56 71 101 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 59 72 102 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 60 73 103 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 10 XBR 3.50 X 3.50 X 0.2500 45 61 105 111 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 88 62 101 11S 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 86 63 102 113 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 88 64 103 112 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 68 65 105 113 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 88 66 101 112 10.2 46.31 53.04 2 2 0.75 0.50 0.50 64 56 88 67 102 111 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 66 68 103 11S 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 66 11 0BR 3.50 X 3.50 X 0.2500 45 69 11S 121 10.2 48.33 53.04 2 2 0.75 0.50 0.50 84 56 86 70 111 12S 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 68 71 112 123 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 88 72 113 122 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 66 73 11S 123 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 66 74 111 122 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 88 75 112 121 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 68 76 113 12S 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 68 12 TIE 2.50 X 2.50 X 0.1875 45 77 12S 121 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 78 123 122 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 Cossonw.aith Associates. Inc. Page 3/12 13 X6 R 3.50 X 3.50 X 0.2500 45 79 125 151 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 88 80 121 155 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 86 81 122 153 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 88 82 123 152 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 88 83 12S 153 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 68 84 121 152 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 88 85 122 151 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 86 86 123 15S 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 88 14 LEG 8.00 X 8.00 X.0.5625 45 87 16P 17S 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 86 161 171 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 89 162 172 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 90 163 173 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 91 17S 18S 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 92 171 181 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 93 172 182 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 94 173 183 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 95 185 19S 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 96 181 191 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 97 182 192 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 98 163 193 7.4 291.72 291.72 1 3 1.00 1.00 1.00 35 35 56 22 LEG 8.00 X 8.00 X 0.5000 4S 99 195 20S 7.4 278.46 275.62 1 2 1.00 1.00 1.00 35 35 56 100 191 201 7.4 278.48 275.62 1 2 1.00 1.00 1.00 35 35 56 101 192 202 7.4 278.48 275.62 1 2 1.00 1.00 1.00 35 35 56 102 113 203 7.4 278.48 275.62 1 2 1.00 1.00 1.00 35 35 56 103 20S 215 14.8 278.48 275.62 1 2 0.50 0.50 0.50 35 35 56 104 201 211 14.8 278.48 275.62 1 2 0.50 0.50 0.50 35 35 56 105 202 212 14.8 278.48 275.62 1 2 0.50 0.50 0.50 35 35 56 106 203 213 14.8 278.48 275.62 1 2 0.50 0.50 0.50 35 35 56 15 LEG 8.00 X 8.00 X 0.5000 45 107 10S 115 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 108 101 111 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 109 102 112 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 110 103 113 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 111 115 125 6.2 288.62 275.62 1 3 1.00 1.00 1.00 30 30 46 112 111 121 6.2 268.82 275.62 1 3 1.00 1.00 1.00 30 30 46 113 112 122 6.2 288.82 275.62 1 3 1.00 1.00 1.00 30 30 46 114 113 123 6.2 288.82 275.62 1 3 1.00 1.00 1.00 30 30 46 115 125 155 6.2 286.75 275.62 1 3 1.00 1.00 1.00 30 30 47 116 121 151 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 117 122 152 6.2 288.75 275.62 1 3 1.00 1.00 1.0030 30 47 118 123 153 6.2 288.75 275.62 1 3 1.00 1.00 1.00 30 30 47 119 155 16P 7.0 281.89 275.62 1 3 1.00 1.00 1.00 34 34 53 120 151 161 7.0 261.89 275.62 1 3 1.00 1.00 1.00 34 34 53 121 152 162 7.0 281.89 275.62 1 3 1.00 1.00 1.00 34 34 53 .. 122 153 163 7.0 281.89 275.62 1 3 1.00 1.00 1.00 34 34 53 16 XBR . 4.00 X 4.00 X 0.3125 45 123 155 161 10.8 66.30 66.30 2 2 0.75 0.50 0.50 76 52 82 124 151 16P 10.6 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 125 152 163 10.8 66.30 66.30 2 2 0.75 0.50 0.50 78 52 62 126 153 162 10.8 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 127 15S 163 10.8 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 128 151 162 10.8 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 121 152 161 10.8 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 130 153 16P 10.6 66.30 66.30 2 2 0.75 0.50 0.50 78 52 82 17 XBR 3.50 X 3.00 X 0.2500 45 131 16P 171 11.9 27.79 39.78 2 2 0.57 0.78 0.57 73 122 129 132 161 175 11.9 27.79 39.78 2 2 0.57 0.78 0.57 73 122 129 133 162 173 11.9 27.79 39.78 2 2 0.57 0.78 0.57 73 122 129 134 163 172 11.9 27.79 39.78 2 2 0.57 0.78 0.57 73 122 129 135 16P 173 11.9 27.79 39.76 2 2 0.57 0.78 0.57 73 122 129 136 161 172 11.9 27.79 39.76 2 2 0.57 0.78 0.57 73 122 129 137 162 171 11.9 27.79 39.78 2 2 0.57 0.76 0.57 73 122 129 138 163 17S 11.9 27.79 39.78 2 2 0.57 0.78 0.57 73 122 121 18 '008 3.50 X 3.00 X 0.2500 45 139 175 181 13.9 22.92 39.78 2 2 0.55 0.78 0.55 63 143 146 140 171 18S 13.9 22.92 39.78 2 2 0.55 0.78 0.55 63 143 146 141 172 163 13.9 22.92 39.78 2 2 0.55 0.76 0.55 83 143 146 142 173 182 13.9 22.92 39.78 2 2 0.55 0.78 0.55 83 143 146 143 175 163 13.9 22.92 39.76 2 2 0.55 0.78 0.55 83 143 146 144 171 182 13.9 22.92 39.76 2 2 0.55 0.78 0.55 83 143 146 145 172 181 13.9 22.92 39.76 2 2 0.55 0.76 0.55 83 143 146 146 173 165 13.9 22.92 39.78 2 2 0.55 0.78 0.55 83 143 146 11 KBR 3.50 X 3.50 X 0.2500 45 147 18S 22S 9.8 21.41 25.67 3 3 1.00 1.00 1.00 106 106 169 148 181 22S 9.8 21.41 25.67 3 3 1.00 1.00 1.00 108 108 169 149 162 22Y 9.8 21.41 25.67 3 3 1.00 1.00 1.00 108 108 169 150 163 22Y 9.8 21.41 25.67 3 3 1.00 1.00 1.00 108 106 169 151 18S 23S 9.8 21.41 25.67 3 3 1.00 1.00 1.00 108 108 169 152 181 23X 9.8 21.41 25.67 3 3 1.00 1.00 1.00 106 106 169 153 182 23X 9.6 21.41 25.67 3 3 1.00 1.00 1.00 108 106 169 154 183 23S 9.8 21.41 25.67 3 3 1.00 1.00 1.00 106 108 169 20 KBR 4.00 X 4.00 X 0.2500 45 155 22S 205 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 156 225 201 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 157 22Y 202 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 158 22Y 203 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 159 235 20S 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 160 23X 201 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 161 235 202 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 162 23S 203 11.6 23.47 26.52 3 3 1.00 1.00 1.00 111 111 175 21 KBR 4.00 X 3.00 X 0.2500 45 163 20S 24S 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 158 164 201 24S 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 156 165 202 24Y 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 158 166 203 24Y 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 158 167 20S 25S 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 158 168 201 25X 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 156 169 202 25X 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 156 170 203 25S 17.1 21.24 26.52 3 2 1.00 0.50 0.50 161 115 158 23 HBR 3.00 X 3.00 X 0.1875 45 171 215 24S 11.5 8.77 31.81 3 3 1.00 1.00 1.00 147 147 232 172 211 24S 11.5 8.77 31.81 3 3 1.00 1.00 1.00 147 147 232 173 212 24Y 11.5 8.77 31.81 3 3 1.00 1.00 1.00 147 147 232 174 213 24Y 11.5 6.77 31.81 3 3 1.00 1.00 1.00 147 147 232 375 215 255 11.5 6.77 31.81 3 3 1.00 1.00 1.00 147 147 232 176 211 25X 11.5 8.77 31.61 3 3 1.00 1.00 1.00 147 147 232 177 212 25X 11.5 8.77 31.81 3 3 1.00 1.00 1.00 147 147 232 176 213 25S 11.5 8.77 31.61 3 3 1.00 1.00 1.00 147 147 232 24 XBR 2.00 X 0.00 X 0.1675 45 179 2P 22 11.5 0.02 10.02 1 1 0.50 1.00 0.50 1282 2564 1262 L/R > 200 180 21 23 11.5 0.02 10.02 1 1 0.50 1.00 0.50 1262 2564 1282 L/R > 200 25 XBR 2.00 X 2.00 X 0.1675 45 181 16P 162 11.5 4.03 13.26 3 1 1.00 0.50 0.50 224 112 176 L/R < 300 162 161 163 11.5 4.03 13.26 3 1 1.00 0.50 0.50 224 112 176 L/R < 300 26 HNG 2.00 X 2.00 X 0.1675 45 163 2P 3P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 184 23 3P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 27 HNG 2.50 X 2.00 X 0.2500 45 165 21 4P 16.9 4.61 34.70 3 3 0.33 1.00 0.33 85 342 156 L/R > 250 166 22 4P 16.9 4.61 34.70 3 3 0.33 1.00 0.33 85 342 156 L/R > 250 26 HNG 2.00 X 2.00 X 0.1875 45 167 7S 8P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 168 73 64' 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 21 HNG 3.00 X 3.00 X 0.2500 45 189 26P 9P 10.0 25.98 50.09 3 3 1.00 0.50 0.50 130 65 102 190 26Y 9P 10.0 25.98 50.09 3 3 1.00 0.50 0.50 130 65 102 touonuaalth Associates, Inc. Page 4/32 30 HNG 2.00 X 2.00 X 0.1675 4S 191 12S 13P 13.4 4.77 22.54 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 112 123 13P 13.4 4. 77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 31 HNG 3.00 X 3.00 X 0.2500 45 193 27P 14P 10.0 25.96 50.04 3 3 1.00 0.50 0.50 130 65 102 144 27Y 14P 10.0 25.98 50.09 3 3 1.00 0.50 0.50 130 65 102 32 AXBR 0.00 % 2.00 X 0.1675 45 195 5S 52 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 196 53 51 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 33 AXBR 2.00 X 2.00 X 0.1675 45 197 10 102 U.S 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 146 103 301 U.S 5.10 22.54 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 34 AXBR 2.00 X 2.00 X 0.1675 45 199 15S 152 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 312 176 L/R < 300 200 153 151 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 35 ABR 3.00 X 2.00 8 0.1675 45 201 105 103 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 202 101 102 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 36 ABR 3.00 X 2.00 X 0.1875 45 203 15S 153 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 L/R < 300 204 151 152 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 L/R < 300 37 ARM 3.50 X 3.50 X 0.2500 45 205 51 4P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 206 52 4P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 60 ARM 3.00 X 3.00 X 0.2500 45 207 5S 51 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 206 53 52 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 36 ARM 3.00 % 3.00 X 0.2500 45 209 55 3P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 210 53 3P 11.9 26.41 39.78 3 2 0.50 0.50 0.50 77 77 121 39 ARM 3.50 X 3.50 X 0.2500 45 211 101 9P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 5? 57 90 212 102 IF 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 40 ARM 3.00 X 3.00 X 0.2500 45 213 105 6P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 214 103 6P 11.9 28.41 39.76 3 2 0.50 0.50 0.50 77 77 121 41 ARM 3.50 X 3.50 X 0.2500 45 215 151 14P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 216 152 14P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 42 ARM 3.00 X 3.00 X 0.2500 45 217 155 13P 11.9 28.41 39.76 3 2 0.50 0.50 0.50 77 77 121 216 153 13P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 44 HBR 2.50 X 2.50 X 0.1675 45 219 195 22I 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 220 191 22S 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 221 192 22Y 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 222 113 22Y 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 223 19S 23S 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 224 191 23% 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 184 225 192 23% 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 226 193 23S 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 43 HBR 2.50 X 2.50 X 0.1875 45 227 16P 163 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 226 161 162 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 229 10 161 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 230 163 162 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 45 HNG 2.50 % 2.50 X 0.2500 45 231 71 26P 7.1 14.67 39.78 3 3 1.00 1.00 1.00 110 110 173 232 72 26Y 7.1 14.67 39.76 3 3 1.00 3.00 1.00 110 110 173 46 HNG 2.50 X 2.50 X 0.2500 45 233 121 27P 7.1 14.67 39.76 3 3 1.00 1.00 1.00 110 110 173 234 122 278 7.1 14.67 39.76 3 3 1.00 1.00 1.00 110 110 373 47 ABR 2.00 X 2.00 X 0.1675 45 235 101 26P 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 236 102 26Y 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 46 ABR 2.00 X 2.00 X 0.1675 45 237 151 27P 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 236 152 27Y 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 49 ARM 3.00 0 3.00 X 0.2500 45 239 105 103 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 240 103 102 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 50 ARM 3.00 0 3.00 0 0.2500 45 241 15S 151 8.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 242 153 152 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 51 TBR 2.00 X 2.00 X 0.1675 45 243 22S 22Y 15.6 2.21 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 244 23S 23% 15.6 2.23 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 52 SUM 0.10 X 0.10 X 1.0000 45 245 22S 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 246 22S 23X 11.0 0.95 -36.11 1 1 1.00 3.00 1.00 1 1 1 247 22Y 23% 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 248 228 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 249 27P 27Y 5.2 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 250 26P 26Y 5.2 0.95 -36.11 1 1 1.00 1.00 1.00 1 1 1 251 24S 255 16.3 0.45 -36.11 1 3 1.00 1.00 1.00 2 2 2 252 24S 25% 16.3 0.45 -36.11 3 1 1.00 1.00 1.00 2 2 2 253 24Y 25X 16.3 0.95 -36.11 1 1 1.00 1.00 1.00 2 2 2 254 24Y 25S 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 255 29S 305 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 256 29S 30% 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 257 29Y 30X 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 256 29Y 305 23.2 0.45 -36.11 3 1 1.00 1.00 1.00 3 3 3 53 TBR 3.00 X 3.00 X 0.1875 45 259 24S 24Y 23.0 4.69 13.26 3 2 1.00 0.50 0.50 294 147 232 L/R > 225 260 25S 252 23.0 4.69 13.26 3 2 1.00 0.50 0.50 294 147 232 L/R > 225 54 KBR 4.00 11 3.00 2 0.2500 45 261 24S 265 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 262 24S 281 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 113 153 263 248 262 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 131 153 264 24Y 263 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 265 255 26S 25.2 14.29 26.52 3 1 0.67 0.33 0.33 156 311 153 266 25X 261 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 267 250 282 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 266. 25S 263 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 311 153 55 LEG 6.00 X 8.00 X 0.5000 45 269 215 26S 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 270 211 261 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 271 212 262 20.6 231.85 296.06 3 1 0.33 0.33 0.33 33 33 51 272 213 263 20.6 231.65 248.06 3 1 0.33 0.33 0.33 33 33 51 56 HBR 5.00 X 5.00 8 0.3125 45 273 285 29S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 274 261 29S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 275 262 29Y 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 183 276 283 298 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 277 285 30S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 276 261 303 15.0 35.07 53.04 3 3 1.00 1.00 3.00 114 114 181 279 262 308 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 260 263 305 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 57 TBR 4.00 % 4.00 3 0.2500 45 261 29S 29Y 29.9 11.18 26.52 3 3 1.00 0.50 0.50 267 144 226 L/R > 250 282 30S 30% 29.9 11.16 26.52 3 3 1.00 0.50 0.50 267 144 226 L/R > 250 56 KBR 6.00 0 3.50 3 0.3750 45 283 295 31P 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 264 29S 311 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 265 298 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 266 294 313 91.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 287 30S 31P 41.3 26.52 26.52 3 3 0.40 0.20 0.20 102 100 129 286 30% 311 91.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 289 30% 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 302 100 129 290 305 333 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 54 LEG 8.00 X 8.00 X 0.5000 45 291 26S 31P 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 292 261 311 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 293 282 312 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 294 263 313 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 61 %BR 2.00 X 2.00 X 0.1675 45 295 395 192 22.0 3.16 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 296 191 193 22.0 3.16 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 62 %BR 2.50 % 2.00 X 0.1675 45 297 21S 212 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 296 211 213 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 63 %BR 2.50 X 2.50 % 0.1675 45 299 26S 262 42.3 1.97 26.52 3 3 0.75 0.50 0.50 469 326 513 L/R > 250 300 261 263 42.3 1.97 26.52 3 3 0.75 0.50 0.50 469 326 513 L/R > 250 ass TOYER DEAD LOAD AND DRAG AREAS Coesonwealth Associates, Inc. Page 5/12 JT. JT. UMFACTORED . DRAG AREA NO. LABEL DEAD LOAD Y-DIR. (kip) , (ft*2), (ftA2) 1 1P 0.113 1.453 9.453 3 21 0.217 14.622 12.932 4. 22 0.217 14.622 12.152 5 23 0.199 13.537 12.644 6 3P 0.114 9.839 4.506 0.110 15.673 5.462 0.114 9.631 4.506 0.175 13.702 4.130 . 10 '13P •0.114 9.631 4.506 11' 14P 0.175 13.702, 4.130 12 16P 0.491 24.060 24.060 13 141 0.491 24.060 24.060 14 162 0.491 24.060 24.060 15 163 0.491 24.060 24.060 :17 '26Y ' 0.059 4.901 2.235 19 27Y 0.059 4.901 2.235 20 31P, 0.000 0.000 0.000 22 312 ' 0.000 0.000 0.000 23 313 0.000 0.000 0.000 27 53 0.281 18.166 16.315 06 6S 0.194 11.96A 11.966 29 61 0.114 11.968 11.166 ' 30 62 0.194 11.966 11.966 '31 63 0.194 11.966 11.966 32 7S 0.231 15.794 13.200 , 33 71 0.226 15.107 12.823 3! . .•-1;3 0.231 tl:;;"; 36 102 0.398 23.743 39 103 0.366 21.077 40 - 11S 0.352 17.762 41 111 0.352 17.762 42 112 0.352 17.762 43 113 0.352 17.762 44 125 0.386 21.149 45 '121 0.385 20.921 46 122 0.365 20.921 47 123 0.368 21.609 46 15S 0.496 25.673 49 ' 151 0.527 26.340 SO 152 0.527 26.340 51 153 0.496 52 21S 0.692 30.697 53 211 0.692 30.897 54 212 . 30.697 55 213 0.692 .30.697 56 175 0.447 21.431 . 57 171 0.447 21.431 56 172 0.447 21.431 59 173 0117 21.431 60 165 0.436 20.817 61 161 0.436 20.617 63 163 62 162 0.436 20.817 20.817 64 205 0.565 31.307 65 201 0.565 31.307 66 202 01 5 31.307 67 203 0.565 31.307 66 19S 0.322 13.918 61 191 0 13.916 70 192 0 13.918 71 193 0.322 13.916 72 22S 0.220 16.727 73 22Y 0.220 16.727 74 23S 0.220 11.618 75 23X 0.220 11.618 76 245 0.414 33.667 77 24Y 0.414 33.667 76 25S 0.414 29.171 79 25X 0.414 29.171 60 26S 1.391 64.764 61 261 1.391 64.764 82 262 1.391 64.764 63 263 1.391 64.764 84 295 0.919 53.530 65 294 0.919 53.530 66 30S 0.919 45.739 67 30X 0.919 45.739 TOTAL LC NO. Commonwealth Associates. Inc. 13.200 19.304 11.935 19.935 19.304 17.762 17.762 17.762 17.762 11.015 16.637 18.637 19.015 23.900 24.531 24.531 23.900 30.617 30.697 30.697 30.697 21.431 21.431 21.431 21.431 20.617 20.817 20.817 20.617 31.307 31.307 31.307 31.307 13.916 13.916 13.918 13.916 11.618 11.816 16.727 16.727 21.171 29.171 33.687 33.667 64.764 64.764 64.764 64.764 45.739 45.739 53.530 53.530 35.214 1906.347 1794.952 ism VECTOR LOADS FROM FILE 8 mi\pls\tower\clients\Jm\jarv.lca DEAD STRENGTH WIND DESCRIPTION ---• LOAD REDUCT. +-FACT.PRESS... 4-VELOCITY--. DESCRIPTION FACT. FACT. TRAN. LONG. TRAN. LONG. (PSF) (PS) (MPH) (MPH) 1 2 EXTREME WIND 1.250 1.000 44.40 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 USE FOR 040 132 0 11001001111 • . , „ • `" " . • , „ „ ; Peg, 6/10 29 0.615 32 0.590 MOB 33 7.477 37 -1.496 36 0.441 39 0.524 40 -1.563 TIE 41. 2.005 42 1.656 ABB 43 0.595 44 0.766 • • 0.000 :'113 2'311: • 11 • • • C %7S 0.064 0.240 0.000 , 105 0.084 0.240 0.000 "IIS 0.064 0.240 0.000 C 155 0.048 0.280 0.000 161 0.098 0.28o o.000 175 0.046 0.260 0.000 C las 0.096 0.280 0.000 c 195 0.096 0.280 0.000 , C 205 0.140 0.400 0.000 C 21S 0.252 0.560 0.000 NOTE Fusi.s204 is buckled and its AE is reduced to 1 N for load case I , "4227qp'.buckled and its AE is reduced to 1 N for load co7 -,' is. MEMBER ,FORCES FOR ALL LOADING CONDITIONS (Sip) ase posITIVEIo TENSION-NEGATIVE FOR COMPRESSION . • . . LABEL DISC:, NO LC l• AIRE LOADS ON INSULATORS TRANSFERRED TO - DESCRIPTION: TYPE:!POINT:, :...VERT: TRANS.' LONGIT. : POINT VERT. , TBANS LONGIT. : POINT VENT. ' - TRANS. ,LONGIT.", 7 a 9 LEG 45 -3.517 46 0.382 47 0.347 48 -3.447 49 -7.703 50 3.709 51 3.431 52 -7.636 53 -18.256 54 12.461 55 12.234 56 -18.603 57 -26.679 56 16.686 59 16.825 60 -27.064 10 • XOR 61 12.155 62 -13.652 63 -13.766 64 12.147 65 2.241 66 -2.257 67 -2.335 66 2.327 11 XBR 69 14.934 70 -13.137 71 -13.129 Commonwmaith Associates, Inc. ' Page 7/12 . ••••• • • .. • 714 2.3311 75 2.255 •;.. • • 98 -120.265 G 99 -120.655 100 100.252 105 101.955 111 -51. 750 118 -77.111.2 111 -62.159 120 80.774 60.648'. • 142 •-0.611 • 20 • Kee 155 ' 156 -2.373 . 110: -3.551 21 Kee 163 4.963 • 164 - 5.802 165 -5.326 • 166 4.255 167 -2.564 168 3.363 169 2.883 170 -1.163 23 HOR 171 1.695 172 -1.415 173 -1.565 174 1,326 175 -0.237 176 -0.043 177 -0.193 178 -0.044 24 601 179 0.316 160 0.329 25 MIR 161 162 -3.676 26 • HNS 143 • 2.496 Commonwealth Associates, Inc. 2.081 „ ,..: 133 , 2.083 135 2511 Ii 131 3 970 - 2.468 Y • - 32 AXBR 195 -0.211. 33 AXBR 197 0.093 116 - 0.080 34 AXBR :199, - 1.055 200 - 1.217 35 ' ABR 201 -0.811 202 3.021 • 36. ABR 203 . 11.077, 2011 - 0.000 ,• 37 ARM 205 aoc -5.122 38 ARM 206 - 2.255 209 0.729 - • 210 0.731 ' 39 ' Arm 211 - 7.8130 212 - 7.600 40 ARM 213 0.724 21'l 0.741 ARM 215 - 7.800 • , 211 - 7.600 42 ARM ',217 0.757 216 0.708 4 HBO . 211 • 0.746 221 -0.752 , • • 222 .• -11./ "•• 2.464: • 23; O • ' HHG 231 3.121 46 liNG 233 3.1.21 • 246 -0.524 247 -0.528 2 . -012 250 -0.120 251 1.062 252 -1.063 253 -1.066 • 254 1.065 255 1.676 256 -1.660 257 -1.683 258 1.681 TBR 259 -0.088 260 -0.088 KOR 261 -10.533 262 8.996 263 8.167 264 -1.149 265 -2.303 266 2.629 267 3.311 SS LEG 216 -1;I:t481 270 100.705 271 101.064 272 -124.668 SL NOR 273 6.357 274 -7.198 275 -6.979 276 7.197 277 0.606 276 -1.416 279 -1.888 260 1.219 57 TOR 281 -0.197 282 -0.197 58 KOR 263 -20.286 284 16.933 • 265 17.582 266 -18.936 287 -0.074 288 -1.141 289 -0.214 290 -1.261 51 LEG 291 -137.759 292 108.408 293 108.648 294 -137.152 61 %OR 295 0.013 CommonwsAlth Associates. Inc. ' - • • • P69. 9(12 . . , , • 296 62. . XBR 297 298 63 %BR 299 300 ass CLAMP INSULATOR RESULTS CLAMP NO. 1 2 3 4 5 6 7 8 9 10 11 .' 12 13 14 15 16 17 18 19 20 21 22 CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP LC RESULTANT NO. FORCE USAGE (LBS) Oct) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 16 19 20 21 22 1 LEG 2 HBR 3 %BR 4 XBR 5 XBR 6 XBR 7 TIE 6 ABR 9 LEG 10 XBR 11 XBR 12 TIE 13 XBR 14 LEG 15 LEG 16 XBR 17 XBR 16 XBR 19 KBR 20 KBR 21 KBR 22 LEG 23 HBR 24 OUR 25 XBR 26 HNG 27 HNG 26 HNG 29 HNG 30 HNG 31 HAG 32 AXBR 33 AXBR 34 AXBR 35 ABR 36 ABR 37 ARM 38 ARM 39 ARM 40 ARM 2629 5749 5749 5749 5749 5749 5749 1127 1767 254. 254 254 297 297 297 297 297 297 424 614 1187 720 2.3 5.1 5.1 5.1 5.1 5.1 5.1 1.0 1.6 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 1.1 0.6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1.91 2 E -1.46 2 E -0.95 2 E -6.50 2 E -6.44 2 E -8.01 2 E 0.00 2 E 0.00 2 E -27.09 2 E -13.79 2 E -13.14 2 E 0.00 2 E -14.65 2 E - 120.34 2 E -62.96 2 E -25.93 2 E -3.92 2 E -2.33 2 E -2.77 2 E -3.55 2 E -5.80 2 E - 123.93 2 E -1.56 2 E 0.00 2 E -3.66 2 E 0.00 2 E 0.00 2 E 0.00 2 E 0.00 2 E 0.00 2 E 0.00 2 C -0.30 2 E -0.08 2 E -1.27 2 E -0.86 2 E -0.00 2 E -5.94 2 E 0.00 2 E -7.60 2 C 0.00 2 E -0.132 0.062 -0.150 0.109 -0.116 2.3 5.1 5.1 5.1 5.1 5.1 5.1 1.0 1.6 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 1.1 0.6 ass INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (Oct) se* MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES ass POS. FOR TENSION - NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES +- GROUP -+ • -- MAXIMUM FORCES - -+ +-- MEMBER SIZE s MATERIAL - -+ + - -- DATA FOR COMPRESSION CAPACITY - - -+ + - - -- CONNECTION CAP. - - - -+ MAX. BRACING RATIOS BOLTS NET LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENS. X -X Y -Y Z -Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE (kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (X) (kip) (kip) (kip) (X) 1.45 2 2.26 2 1.29 2 5.78 2 8.65 2 7.46 2 2.01 2 0.79 2 18.89 2 12.15 2 14.93 2 1.89 2 14.76 2 101.92 2 E SAE 80.77 2 E SAE 21.01 2 E SAE 3.03 2 E SAU 2.76 2 E SAU 2.20 2 E SAE 3.54 2 E SAE 4.96 2 E SAU 101.96 2 E SAE 1.70 2 E SAE 0.33 2 E BAR 0.00 2 E SAE 2.50 2 E SAE 3.26 2 E SAU 2.50 2 E SAE 5.09 2 E SAC 2.52 2 E SAE 5.09 2 C SAE 0.00 2 E SAE 0.09 2 E SAE 0.00 2 E SAE 3.02 2 E SAU 19.08 2 E SAU 0.00 2 C SAE 0.74 2 E SAE 0.00 2 C SAC 0.74 2 E SAE E SAE 3.50 X 3.50 00.3125 E SAE 2.50 X 2.50 30.1875 E SAU 2.50 X 2.00 X0.3125 E SAU 2.50 X 2.00 X0.3125 E SAU 2.50 X 2.00 00.3125 E SAU 2.50 X 2.00 X0.3125 E SAE 2.50 X 2.50 X0.1875 E !AU 3.00 X 2.00 00.1875 E SAE 5.00 X 5.00 00.3125 E SAE 3.50 X 3.50 00.2500 E SAE 3.50 X 3.50 00.2500 E SAE 2.50 X 2.50 00.1875 E SAE 3.50 X 3.50 00.2500 8.00 X 8.00 X0.5625 8.00 X 8.00 00.5000 4.00 X 4.00 X0.3125 3.50 X 3.00 00.2500 3.50 X 3.00 X0.2500 3.50 X 3.50 X0.2500 4.00 X 4.00 00.2500 4.00 X 3.00 30.2500 6.00 X 8.00 X0.5000 3.00 X 3.00 00.1875 2.00 X 0.00 X0.1875 2.00 X 2.00 00.1875 2.00 X 2.00 00.1875 2.50 X 2.00 00.2500 2.00 X 2.00 00.1875 3.00 X 3.00 X0.2500 2.00 X 2.00 00.1875 3.00 X 3.00 X0.2500 2.00 X 2.00 00.1875 2.00 X 2.00 00.1875 2.00 X 2•00 30.1675 3.00 X 2.00 X0.1675 3.00 X 2.00 00.1875 3.50 X 3.50 00.2500 3.00 5 3.00 X0.2500 3.50 X 3.50 X0.2500 3.00 0 3.00 30.2500 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 1.00 1.00 0.50 0.50 0.50 0.50 1.00 1.00 1.00 0.75 0.75 1.00 0.75 1.00 1.00 0.75 0.57 0.55 1.00 45.0 11.6 1.00 45.0 17.1 1.00 45.0 7.4 1.00 45.0 11.5 1.00 45.0 11.5 0.50 45.0 11.5 1.00 45.0 13.4 1.00 0. 45.0 16.9 0.33 1.00 45.0 13.4 1.00 0.50 45.0 10.0 1.00 0.50 45.0 13.4 1.00 0.50 45.0 10.0 1.00 0.50 45.0 11.5 1.00 0.50 45.0 11.5 1.00 0.50 45.0 11.5 1.00 0.50 45.0 6.2 1.00 1.00 45.0 8.2 1.00 1.00 45.0 15.7 0.33 0.33 45.0 11.9 0.50 0.50 45.0 15.7 0.33 0.33 45.0 61.9 0.50 0.50 9.1 8.2 10.2 10.2 10.2 10.2 8.2 6.2 6.2 10.2 10.2 8.2 10.2 7.4 7.0 10.8 11.9 13.9 9.8 1.00 1.00 0.75 0.75 0.75 0.75 1.00 1.00 1.00 0.50 0.50 1.00 0.50 1.00 1.00 0.50 0.78 0.78 1.00 1.00 0.50 1.00 1.00 1.00 0.50 1.00 1.00 0.50 0.50 0.50 0.50 1.00 1.00 1.00 0.50 0.50 1.00 0.50 1.00 1.00 0.50 0.57 0.55 1.00 1.00 0.50 1.00 1.00 0.50 0.50 0.50 0.33 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.00 1.00 0.33 0.50 0.33 0.50 6 156 29.16 6 196 9.16 5 158 16.95 5 158 16.95 5 158 16.97 5 158 16.95 6 198 9.16 6 223 7.66 1 74 91.97 2 88 48.31 2 88 48.33 6 196 9.16 2 86 46.31 1 56 339.91 1 53 281.89 2 82 72.72 5 129 27.79 5 146 22.92 6 169 21.41 6 175 23.47 5 161 21.24 1 56 278.48 6 232 8.77 42564 0.02 4 224 4.03 6 261 4.77 6 342 6 261 6 130 6 261 6 130 5 224 5 224 5 224 6 223 6 223 3 90 5 121 3 90 5 121 1 3 3 4 2 2 2 3 4 2 3 1 1 1 1 2 4 1 9 4.61 4.77 25.96 4.77 25.9E 5.10 5.10 5.10 2 7.66 1 7.66 43.21 1 26.41 43.21 1 26.41 6 79.56 141.33 71.20 2 3 39.78 42.40 30.36 7 2 26.52 47.11 42.77 5 2 26.52 47.11 42.77 25 2 26.52 47.11 42.77 33 2 26.52 47.11 42.77 30 2 26.52 28.27 30.36 8 2 26.52 28.27 30.26 3 6 106.06 188.44 96.36 26 4 53.04 75.37 57.67 26 4 53.04 75.37 57.67 28 2 26.52 28.27 30.36 7 4 53.04 75.37 57.67 26 22 291.72 932.76 306.33 41 26 344.76 979.87 275.62 29 5 66.30 117.77 79.72 39 3 39.76 56.53 54.95 10 3 39.76 56.53 54.95 7 2 26.52 37.69 25.57 10 2 26.52 37.69 29.21 13 2 26.52 37.69 50.09 22 22 291.72 829.12 275.62 42 4 53.04 56.53 31.81 5 1 13.26 14.13 10.02 3 1 13.26 14.13 22.59 0 2 26.52 26.27 22.59 11 3 39.76 56.53 34.70 9 2 26.52 26.27 22.59 11 4 53.04 75.37 50.09 10 2 26.52 28.27 22.59 11 4 53.04 75.37 50.09 10 2 26.52 26.27 22.59 0 2 26.52 28.27 22.59 0 2 26.52 28.27 22.59 0 2 26.52 28.27 30.28 11 2 26.52 26.27 30.28 72 4 53.04 75.37 51.99 11 3 39.76 56.53 41.67 2 4 53.04 75.37 51.99 15 3 39.78 56.53 41.67 2 Commonwealth Associates, Inc. Page 10/12 41 ARM -7.80 2 E 42 ARM 0.00 2 E 43 HBR -0.00 2 E 44 HON -0.75 2 E 45 HNG 0.00 2 E 46 HNG 0.00 2 E 47 ABR 0.00 2 E 48 ABR 0.00 2 E 49 ARM -1.71 2 E 50 ARM -1.56 2 E 51 TBR -0.05 2 E 52 DISH -1.68 2 E 53 TOR -0.09 2 E 54 KBR -10.53 2 E 55 LEG - 125.08 2 E 56 HBR -7.20 2 E 57 TBR -0.20 2 E 58 OR -20.29 2 E 59 LEG - 137.76 2 E 60 ARM -2.25 2 E 61 XBR -0.13 2 E 62 %BR -0.15 2 E 63 X99 -0.12 2 C 0.00 2 0.76 2 17.69 2 0.75 2 3.62 2 3.62 2 1.92 2 1.92 2 0.00 2 0.00 2 0.00 2 1.68 2 0.00 2 9.00 2 101.06 2 8.36 2 0.00 2 16.93 2 108.65 2 0.00 2 0.09 2 0.06 2 0.11 2 E SAE 3.50 X 3.50 E SAE 3.00 X 3.00 E SAE 2.50 X 2.50 E SAE 2.50 x 2.50 E SAE 2.50 X 2.50 E SAE 2.50 X 2.50 E SAE 2.00 X 2.00 E SAE 2.00 X 2.00 E SAE 3.00 X 3.00 E SAE 3.00 X 3.00 E SAE 2.00 E OUH 0.10 C SAE 3.00 E SAU 4.00 E SAE 8.00 E SAE 5.00 E SAE 4.00 E SAU 6.00 E SAE 8.00 E SAE 3.00 E SAE 2.00 E SAU 2.50 E SAE 2.50 00.2500 X0.2500 X0.1875 X0.1875 X0.2500 00.2500 X0.1875 X0.1675 00.2500 X0.2500 X 2.00 X0.1875 X 0.10 X1.0000 X 3.00 X0.1675 X 3.00 xo.2500 X 6.00 x0.5000 X 5.00 x0.3125 X 4.00 X0.2500 X 3.50 X0.3750 X 8.00 x0.5000 X 3.00 X0.2500 X 2.00 X0.1875 X 2.00 X0.1875 X 2.50 X0.1875 1 1P 0.000 2.997 -0.725 0.000 2 2P 0.000 0.561 -0.249 0.000 3 21 0.000 0.575 -0.271 0.000 4 22 0.000 0.575 -0.271 0.000 5 23 0.000 0.561 -0.249 0.000 6 3P 0.000 5.531 -2.295 -0.000 7 4P 0.000 5.574 -2.391 0.000 8 6P 0.000 5.531 -2.295 -0.000 9 9P 0.000 5.514 -2.372 0.000 10 13P 0.000 5.531 -2.295 -0.000 11 14P 0.400 5.514 -2.372 0.000 12 16P 0.000 1.348 -0.712 -0.000 13 161 0.000 1.068 -0.614 0.000 14 162 0.000 1.068 -0.614 -0.000 15 163 0.000 1.068 -0.614 0.000 16 26P 0.000 0.099 -0.073 0.000 17 26Y 0.000 0.099 -0.073 0.000 18 27P 0.000 0.099 -0.073 -0.000 19 27Y 0.000 0.019 -0.073 0.000 20 31P 0.000 0.680 -0.238 26.115 21 311 0.000 0.000 -0.000 - 20.375 22 312 0.000 0.000 -0.000 20.689 23 313 0.000 0.000 -0.000 - 26.429 24 5S 0.000 0.728 -0.361 0.000 25 51 0.000 0.735 -0.387 0.000 26 52 0.000 0.735 -0.387 0.000 27 53 0.000 0.728 -0.361 -0.000 26 6S 0.000 1.466 -0.872 0.000 29 61 0.000 0.531 -0.243 0.000 30 62 0.000 0.531 -0.243 0.000 31 63 0.000 1.921 -1.334 -0.000 32 75 0.000 0.826 -0.372 0.000 33 71 0.000 0.569 -0.285 -0.000 34 72 0.000 0.569 -0.265 0.000 35 73 0.000 0.586 -0.288 -0.000 36 105 0.000 1.097 -0.544 -0.000 37 101 0.000 0.885 -0.496 0.000 38 102 0.000 0.885 -0.498 0.000 39 103 0.000 0.857 -0.460 0.000 40 115 0.000 1.030 -0.524 0.000 41 111 0.000 0.790 -0.440 -0.000 42 112 0.000 0.790 -0.440 0.000 43 113 0.000 0.790 -0.440 -0.000 44 12S 0.000 1.124 -0.583 -0.000 45 121 0.000 0.627 -0.482 0.000 46 122 0.000 0.827 -0.482 -0.000 47 123 0.000 0.844 -0.465 0.000 48 15S 0.000 1.341 -0.718 0.000 49 151 0.000 1.089 -0.658 -0.000 50 152 0.000 1.089 -0.656 0.000 51 153 0.000 1.061 -0.620 -0.000 52 215 0.000 1.932 -1.118 -0.000 53 211 0.000 1.372 -0.866 0.000 54 212 0.000 1.372 -0.866 0.000 55 213 0.000 1.372 -0.866 -0.000 56 17S 0.000 1.232 -0.657 0.000 57 171 0.000 0.952 -0.559 -0.000 58 172 0.000 0.952 -0.559 0.000 59 173 0.000 0.952 -0.559 -0.000 60 185 0.000 1.204 -0.645 -0.000 61 181 0.000 0.924 -0.547 0.000 62 162 0.000 0.924 -0.547 -0.000 63 183 0.000 0.924 -0.547 0.000 64 205 0.000 1.790 -0.871 0.000 65 201 0.000 1.390 -0.731 - 0.000 66 202 0.000 1.390 -0.731 0.000 67 203 0.000 1.390 -0.731 -0.000 66 19S 0.000 0.898 -0.500 -0.000 69 191 0.000 0.618 -0.402 0.000 70 192 0.000 0.618 -0.402 0.000 71 193 0.000 0.618 -0.402 -0.000 72 225 0.000 0.525 -0.275 0.000 73 22Y 0.000 0.525 -0.275 0.000 74 23S 0.000 0.743 -0.275 -0.000 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 -2.997 -0.561 -0.575 -0.575 -0.561 -5.531 -5.573 -5.531 -5.514 -5.531 -5.514 -1.348 -1.068 -1.068 -1.068 -0.099 -0.099 -0.099 -0.099 33.442 27.652 27.140 32.829 -0.728 -0.735 -0.735 -0.728 -1.466 -0.531 -0.531 -1.921 -0.826 -0.569 -0.569 -0.586 -1.097 -0.865 -0.885 -0.857 -1.029 -0.769 -0.789 -0.789 -1.124 -0.827 -0.827 -0.644 -1.341 -1.089 -1.069 -1.061 -1.932 -1.372 -1.372 -1.372 -1.232 -0.952 -0.952 -0.952 -1.204 -0.924 -0.924 -0.924 -1.790 -1.390 -1.390 -1.390 -0.696 -0.618 -0.618 -0.616 -0.525 -0.525 -0.743 15.7 11.9 6.2 7.8 7.1 7.1 6.4 6.4 8.2 8.2 15.6 ass FOUNDATION LOADS (kip) LC +- JT NO. 20 LABEL 31P -+ +- JT N0. LC X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR 21 LABEL 311 -+ +- JT NO. 2 E 26.115 34.122 - 151.337 - 20.375 27.652 120.406 20.689 0.33 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 21.2 1.00 23.0 1.00 25.2 0.67 20.6 0.33 15.0 1.00 29.9 1.00 41.3 0.40 36.0 0.20 8.2 1.00 22.0 0.75 32.5 0.75 42.3 0.75 ass LOAD CASE NO. 1 2 EXTREME WIND - Number of iterations in SAPS • 3 ass JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) NO. LABEL X -DIR Y -DIR 2 -DIR X -DIR Y -DIR Z -DIR 0.725 0.249 0.271 0.271 0.249 2.295 2.391 2.295 2.372 2.295 2.372 0.712 0.614 0.614 0.614 0.073 0.073 0.073 0.073 - 151.099 120.406 120.279 - 150.367 0.361 0.367 0.367 0.361 0.672 0.243 0.243 1.334 0.372 0.285 0.285 0.288 0.544 0.498 0.498 0.460 0.524 0.440 0.440 0.440 0.563 0.482 0.462 0.485 0.718 0.658 0.658 0.620 1.116 0.666 0.666 0.866 0.657 0.559 0.559 0.559 0.645 0.547 0.547 0.547 0.871 0.731 0.731 0.731 0.500 0.402 0.402 0.402 0.275 0.275 0.275 0.33 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 1.00 1.00 0.50 0.50 0.33 0.33 0.33 0.33 1.00 1.00 0.50 0.50 0.20 0.20 0.20 0.20 1.00 1.00 0.50 0.50 0.50 0.50 0.50 0.50 3 90 43.21 1 5 121 28.41 6 198 9.16 6 169 9.79 6 173 14.67 6 173 14.67 6 194 7.40 6 194 7.40 6 165 18.84 6 165 18.84 4 303 2.21 1 3 0.65 37 5 294 4.89 4 158 19.29 5 3 51 231.85 5 6 181 35.07 2 6 287 11.18 4 129 58.72 7 1 54 280.05 5 6 165 18.64 1 6 336 3.18 6 457 2.16 6 513 1.97 22 LABEL 312 -+ +- JT NO. Y -DIR 2 -DIR x -DIR 27.140 120.279 - 26.429 JOINT DISPLACEMENTS (ft) X -DIR Y -DIR Z -DIR 0.000570 0.000063 0.000817 0.001273 0.000044 - 0.001317 0.002836 - 0.001559 0.002976 - 0.001640 0.002668 - 0.006232 0.003463 - 0.002115 0.005600 0.001591 0.003741 - 0.000723 0.001427 0.000000 0.000000 0.000000 0.000000 0.000125 0.001153 0.000907 - 0.000061 0.000125 0.001186 0.000843 - 0.000113 0.001023 - 0.000324 0.002294 - 0.001079 - 0.000210 0.001419 0.000475 0.000059 0.001495 - 0.000684 0.002653 - 0.001712 - 0.001171 0.002249 - 0.000603 0.000879 0.002793 - 0.002845 0.004369 - 0.003171 - 0.000805 0.000629 0.000715 - 0.000703 0.011735 - 0.007070 0.008423 - 0.012391 - 0.013830 0.009292 - 0.007926 0.012958 0.020983 - 0.015506 0.016889 - 0.022227 - 0.000515 0.000706 0.000739 - 0.000556 0.000057 0.000013 - 0.000549 0.593253 - 0.007107 0.541504 - 0.037193 0.540803 0.023327 0.539820 0.023353 0.540524 - 0.037168 0.494602 - 0.124717 0.496845 0.125148 0.356142 - 0.119226 0.358919 0.111629 0.230106 - 0.108679 0.232667 0.100308 0.190747 - 0.025826 0.190501 0.014394 0.189512 0.014465 0.189766 - 0.025763 0.372884 0.062217 0.372687 0.062317 0.246270 0.055472 0.244996 0.055446 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.494908 - 0.036946 0.495327 0.023300 0.494360 0.023326 0.493920 - 0.036925 0.447988 - 0.036405 0.447635 0.023040 0.446593 0.023067 0.447097 - 0.036389 0.401569 - 0.035125 0.400964 0.022165 0.399928 0.022230 0.400507 - 0.035085 0.356415 - 0.033238 0.356749 0.020639 0.355657 0.020906 0.355326 - 0.033183 0.313154 - 0.032091 0.313043 0.019919 0.311943 0.019988 0.312021 - 0.032030 0.271519 - 0.030535 0.270930 0.018672 0.269836 0.018738 0.270421 - 0.030469 0.231496 - 0.028409 0.231781 0.016910 0.230756 0.016977 0.230451 - 0.028343 0.049590 - 0.026105 0.049468 0.016950 0.047949 0.019057 0.047863 - 0.026003 0.160562 - 0.024343 0.159757 0.014814 0.158621 0.014905 0.159291 - 0.024296 0.133081 - 0.030027 0.134195 0.019110 0.132764 0.019241 0.131790 - 0.029943 0.090764 - 0.023610 0.087839 0.016409 0.066416 0.016513 0.069004 - 0.023549 0.106707 - 0.028321 0.108662 0.019000 0.107233 0.019107 0.107200 - 0.026227 0.106465 - 0.005736 0.107009 - 0.005509 0.135950 - 0.042157 4 53.04 3 39.78 2 26.52 4 53.04 3 39.78 3 39.78 2 26.52 2 26.52 2 26.52 2 26.52 1 13.26 1 13.26 1 13.26 2 26.52 20 265.20 4 53.04 2 26.52 2 26.52 20 265.20 2 26.52 2 26.52 2 26.52 2 26.52 23 LABEL 313 -+ Y -DIR Z -DIR 32.829 - 150.387 75.37 51.99 15 56.53 41.87 2 28.27 30.36 67 56.53 24.19 3 56.53 39.97 9 56.53 39.97 9 28.27 22.59 6 26.27 22.59 8 37.69 41.87 6 37.69 41.67 6 14.13 22.59 0 75.37 -36.11 200 NO 14.13 37.98 1 37.69 50.09 40 753.75 246.06 47 94.22 104.72 16 37.69 70.34 1 56.53 88.20 76 753.75 275.62 52 37.69 41.67 9 28.27 22.59 0 28.27 22.84 1 26.27 30.36 0 Commonwealth Associates, Inc. Page 11/12 • ' . ;TS „: 238, -;" 6.000 76 243 • :•10.000 :; =0:000 -1.245 . , • • ‘' WV 255 0:000 1.505 : •-0.000 -1.505 •,' 74 • ,:25X ; 0:000 1.505 ; : ; 0:000 -1.505 ' 261 ; - • 0.000. 2.675 • - 1 ■ 7 3 6 1 : " . , .; :0.000 .• ;•,;% .',62 2112. 0.000 2.575 -1.'736", 0.000, • 63I;"'' 263 0:000." • • • 2 675 '1.736 0 000 2 875 64 215 0:000,:';.;• 2.031 1 141 , -0 000 2 031 305;,:,":"0.000: ..-2.377 57 308 0 000'"" 2 377 -1'144 0 000 2 377 • • Commonwealth Associates, Inc. 0 275 -0.000619 0.135166 • 6.027324 0.517:' -0.000064 . 0445173 ; •-0.002464 •': 0.51? - 0.000005 .0.097350. - 0.0D2131 0517».-0.000711 0.132550 -0.001654 • . 0.517 •• 0.000645 0.132614 -0.002641'. 0400138 1.736 '0.000701 1.736 -0.000701 1.141- -0.000104 ' 1.144 2 0.000493:' '0.1116761 '0;032261 • % 1.141 '0 000379 0 16 665' '-0 032944'. 0.017254 0.014434 0.016112 0.015026 0.016150 -0.011723 0.016021; -0.000351 • .. ' Page 12/12 SC Medium + Longitudinal load at any 2 cable supports - 1. on longitudinal load 3.1 .Longitudinal load at Shield Wire and Top Left Conductor 3 .2.Longitudinal load at Top Right and Top Left Conductor 3.3.Longitudinal load at Top Left and Middle Left Conductor 3.4.Longitudinal load at Middle Right and Middle Left Conductor 3.5.Longitudinal load at Middle Left and Bottom Left Conductor 3.6.Longitudinal load at Bottom Right and Bottom Left Conductor j*.CAs ESC Medium + Longitudinal load at any 2 cable supports — (1. LF on longitudinal load) 3.1.Longitudinal load at Shield Wire and Top Left Conductor 3.2.Longitudinal load at Top Right and Top Left Conductor 3.3.Longitudinal load at Top Left and Middle Left Conductor 3.4.Longitudinal load at Middle Right and Middle Left Conductor 3.5.Longitudinal load at Middle Left and Bottom Left Conductor 3.6.Longitudinal load at Bottom Right and Bottom Left Conductor TOWER Version 3.36 Tun Jan 27 06136:13 1946 Commonwealth Associates, Inc. • • TOWER ANALYSIS AND DESIGN - POWER LINE SYSTEMS - 1440 I mu ANALYSIS IDENTIFICATION :Tower Type "C6" with Shield Wire Pyramid Peak NOTES DATE AND TIME Tue 27 08:3512S 1998 PROGRAM VERSION' 1 TOWER Version 3.36 LICENSED TO' S Commonwealth Associates, Inc. se* Design code IASCE-I0:, **• LINEAR ANALYSIS PERFORMED *** CLAMPS PROPERTIES CLAMP ATT. HOLDING ' NO. LABEL CAPACITY (LOS) 1 'IP 112404 '. 2 '3P. 112404 . 3 4P 112404.. 4 8P' • • 112404 '9P 112404: 6 I3P 112404 7 14P, '112404.. 6 6S 112404 9 63 112404 10 .7S 112404 • 11 10S 112404. ' . .12 .11S 112404 • 13 12S 112404 • 14 .15S • 112404 15 16P 112404, 16 17S 112404 17 I6S . 112404 • 16 191 112404 • 19. ..205 112404 '20' 21S • 112404 21 265 '112404 . 22 31P 112404 ' • PLS-CADD DIRECT LINK DEFINITIONS... . • . ATT ATT. INS& SET PHASE SET, , SEC •, • NO. LABEL TYPE NO. . NO. , DESCRIPTION .END.:.: 1 IP 2 3P 3 4P 4 AP 5 IF C 6 13P C 7 14P C A 6S C 9 63 C 10 7S C 11 lOS 12 11S 13 12S 14 155 15 I6P 16 17S 17 18S 18 IIS 19 20S 20 21S 21 26S 22 31P sac JOINT DATA JT. JT. NO. LABEL X-COORD. Y-COORD. Z-COORD. X-DIR Y-DIR Z-DIR X-ROT Y-ROT 2-ROT MASTER (ft) (ft) (ft) 1 IP 0.00 0.00 100.17 . . . . FIXED FIXED FIXED 2 2P 4.08 4.08 93.17 . . . • FIXED FIXED FIXED 3 21 4.06 -4.06 93.17 . • FIXED FIXED FIXED 4 22 -4.08 -4.06 93.17 . . . . FIXED FIXED FIXED 5 23 -4.06 4.08 93.17 • . . • FIXED FIXED FIXED 6 3P 0.00 15.25 67.00 • . . • . FIXED FIXED FIXED 6 6P 0.00 15.25 66.50 • . . . . . . FIXED FIXED FIXED • 7 4P 0.00 -19.25 87.00 FIXED FIXED FIXED 9 9P 0.00 -19.25 66.50 • . . • FIXED FIXED FIXED 10 13P 0.00 15.25 50.00 • . . . FIXED FIXED FIXED 11 14P 0.00 -19.25 50.00 . . • • FIXED FIXED FIXED 12 I6P 9.08 4.06 43.00 . . . . FIXED FIXED FIXED 13 161 4.06 -4.06 43.00 . . . . . FIXED FIXED FIXED 14 162 -4.08 -4.06 43.00 . . • . FIXED FIXED FIXED 15 163 -4.08 4.08 43.00 . . . FIXED FIXED FIXED 16 26P 2.60 -9.83 70.84 . . . FIXED FIXED FIXED 17 26Y -2.60 -9.83 70.64 . . • FIXED FIXED FIXED 16 27P 2.60 -9.63 52.34 . FIXED FIXED FIXED 19 27Y -2.60 -9.83 52.34 • . . . . . . FIXED FIXED FIXED . 20 31P 21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 21 311 21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 22 312 -21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 23 313 -21.00 4.06 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 24 SS 4.06 67.00 ...... FIXED . . . . FIXED FIXED FIXED 25 51 4.06 -4.08 67.00 . . . . . • FIXED FIXED FIXED 26 52 -4.08 -4.06 87.00 . . . . . • FIXED FIXED FIXED 27 53 -4.08 4.08 87.00 . . . . . . FIXED FIXED FIXED 26 6S 4.08 4.06 . . . . FIXED FIXED FIXED 29 61 4.06 -4.06 60.63 . • 60.63 . . . . . . FIXED FIXED FIXED 30 62 -4.06 -4.06 60.63 . . . . . . FIXED FIXED FIXED 31 63 -4.06 4.06 60.63 . . . . . . FIXED FIXED FIXED 32 71 4.08 4.06 74.67 . . • • • . FIXED FIXED FIXED 33 71 4.08 -4.08 74.67 . . : : . • FIXED FIXED FIXED 34 72 -4.08 -4.06 74.67 . . . . • . FIXED FIXED FIXED Commonwealth Associates, Inc. Page 1/16 35 73 -4.08 4.08 74.67 36 105 4.08 4.08 68.50 37 101 4.08 -4.06 68.50 38 102 -4.08 -4.08 68.50 39 103 -4.06 4.08 66.50 40 11S 4.08 4.06 '62.33 41 111 4.08 -4.08 62.33 42 112 -4.08 -4.08 L2.33 43 113 -4.08 4.08 62.33 44 12S 4.08 4.08 56.17 45 121 4.06 -4.08 56.17 46 122 -4.08 -4.06 56.17 47 123 -4.08 4.06 56.17 48 15S 4.06 4.08 50.00 49 151 4.08 -4.08 50.00 50 152 -4.08 -4.08 50.00 . 51 153 -4.08 4.08 50.00 . 52 215 11.50 11.50 0.00 . 53 211 11.50 -11.50 0.00 54 212 -11.50 -11.50 0.00 . 55 213 -11.50 11.50 0.00 . 56 17S 5.32 5.32 35.83 57 171 5.32 -5.32 35.63 58 172 -5.32 -5.32 35.83 . 59 173 -5.32 5.32 35.83 60 165 6.55 6.55 28.67 61 181 6.55 -6.55 28.67 62 182 -6.55 -6.55 28.67 . 63 183 -6.55 6.55 28.67 64 20S 9.03 9.03 14.33 65 201 9.03 -9.03 14.33 66 202 -9.03 -9.03 14.33 . 67 203 -9.03 9.03 14.33 68 19S 7.79 7.79 21.50 . 69 191 7.79 -7.79 21.50 . 70. 192 -7.79 -7.79 21.50 . 71 193 -7.79 7.79 21.50 72 . 225 7.79 0.00 21.50 73 22Y -7.79 0.00 21.50 74 235. 0.00 7.79 21.50 75 23X 0.00 -7.79 21.50 76 24S 11.50 0.00 0.00 77 24Y -11.50 0.00 0.00 76 255 0.00 11.50 0.00 79 250 0.00 -11.50 0.00 80 28S 14.96 14.96 -20.00 81 281 14.96 -14.96 -20.00 82 282 -14.96 -14.96 -20.00 . 83 283 -14.96 14.96 - 20.00 84 29S 14.96 0.00 -20.00 65 29Y -14.96 0.00 -20.00 86 30S 0.00 14.96 -20.00 87 300 0.00 -14.96 -20.00 . aaa MATERIAL DATA MAT MAT TYPE DESCRIPT. *ma GROUP (OR MARK) ANGLE MEMBER PROPERTIES • • MODULUS YIELD ULTIMATE MAT ELAS. STRESS STRESS DENSITY (ksi) (ksi) (ksi) (pcf) 13 A7 -497 HIGH ELASTIC 29000.0 45.000 67.000 490.0 ass CONNECTION PROPERTIES BOLT BOLT BOLT HOLE SHEAR TYPE DESCRIPT. DIAMETER DIAM. CAP. tin) tin) (kip) 8 3/4 A394 OLD 0.7500 0.8125 13.260 . • . FIXED FIXED FIXED • • • . FIXED FIXED FIXED . FIXED FIXED FIXED • • . . FIXED FIXED FIXED • FIXED FIXED FIXED . • FIXED FIXED FIXED . . FIXED FIXED FIXED . • FIXED FIXED FIXED . . FIXED FIXED FIXED . . FIXED FIXED FIXED . . FIXED FIXED FIXED . . FIXED FIXED FIXED • FIXED FIXED FIXED . . . FIXED FIXED FIXED . . FIXED FIXED FIXED . • FIXED FIXED FIXED . . FIXED FIXED FIXED . . FIXED FIXED FIXED . FIXED FIXED FIXED . • • FIXED FIXED FIXED • FIXED FIXED FIXED . FIXED FIXED FIXED • FIXED FIXED FIXED • . FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED . FIXED FIXED FIXED . • FIXED FIXED FIXED . FIXED FIXED FIXED • . • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • • • FIXED FIXED FIXED • FIXED FIXED FIXED . FIXED FIXED FIXED • • • • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • • • FIXED FIXED FIXED • • FIXED FIXED FIXED • • FIXED FIXED FIXED • • . FIXED FIXED FIXED • • • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED . FIXED FIXED FIXED • FIXED FIXED FIXED • FIXED FIXED FIXED GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTS LABEL DESC. TYP LEG LEG THICK. WEIGHT AREA B/T RX RV R2 TYP FCR TY NO HOLES T C tin) tin) tin) (lbs /ft) lin.'2) tin) (in) (in) (ksi) 1 LEG SAE 3.50 X 3.50 X 0.3125 7.20 2.09 9.00 1.080 1.080 0.690 13 45.00 6 2.000 2 HBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 3 1.000 3 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 4 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 5 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 6 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 2 1.000 L 7 TIE SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.776 0.778 0.495 13 45.00 2 1.000 T 8 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 2 1.000 L 9 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 6 3.500 10 IBM SAE 3.50 X 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 4 1.310 11 XBR SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 4 1.310 12 TIE SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 2 1.000 T 13 XBR SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 4 1.310 14 LEG SAE 6.00 X 6.00 X 0.5625 29.60 6.68 12.11 2.500 2.500 1.590 13 44.53 22 4.000 15 LEG SAE 8.00 X 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 26 4.000 16 %BR SAE 4.00 X 4.00 X 0.3125 6.20 2.40 10.60 1.240 1.240 0.791 13 45.00 5 1.700 17 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 3 1.000 L 18 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 3 1.000 L 19 KBR SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 2 5.200 20 KBR SAE 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.98 2 6.000 21 KBR SAU 4.00 X 3.00 0 0.2500 5.80 1.69 13.25 1.280 0.896 0.651 13 41.62 2 1.000 S 22 LEG SAE 6.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 22 4.000 23 NOR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 4 2.000 24 XBR BAR 2.00 X 0.00 X 0.1675 1.28 0.38 10.67 0.054 0.054 0.054 13 45.00 1 1.000 T 25 %BR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 1 1.000 7 26 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 27 HNG SAU 2.50 X 2.00 X 0.2500 3.62 1.06 7.75 0.784 0.592 0.424 13 45.00 3 1.000 T L 26 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 29 HNG SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 4 1.000 30 HNG SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 7 31 HNG SAE 3.00 % 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 4 1.000 32 AXBR SAE 2.00 1 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 33 AXBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 T 34 AXBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.314 13 45.00 2 1.000 T 35 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.961 0.563 0.439 13 41.41 2 1.000 L 36 ABR SAU 3.00 X 2.00 X 0.1675 3.07 0.90 13.33 0.966 0.583 0.439 13 41.41 2 1.000 T L Commonwealth Associates, Inc. Page 2/16 37 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 38 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 39 ARM SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 40 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 41 ARM SAE 3.50 X 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.090 0.694 13 45.00 42 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 43 HBR SAE 2.50 0 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 13 45.00 44 HIM SAC 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 45 HNG SAE 2.50 X 2.50 X 0.2500 4.10 1.11 7.75 0.769 0.769 0.491 13 45.00 46 HNG SAE 2.50 0 2.50 X 0.2500 4.10 1.19 7.75 0.769 0.769 0.491 13 45.00 47 ABR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 46 OR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 49 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 50 ARM SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 51 TBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 52 DUM DUM 0.10 0 0.10 X 1.0000 0.00 0.01 2.00 100.000 100.000 100.000 13 45.00 53 TBR SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 54 KB! SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.280 0.696 0.651 13 41.62 55 LEG SAE 8.00 X 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 56 HBR SAE 5.00 0 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 57 TBR SAE 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.98 58 KB! SAU 6.00 X 3.50 X 0.3750 11.70 3.42 13.67 1.940 0.988 0.767 13 40.54 59 LEG SAE 8.00 0 8.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 60 ARM SAE 3.00 0 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.930 0.592 13 45.00 61 XBR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 62 XBR SAU 2.50 X 2.00 X 0.1675 2.75 0.81 10.67 0.793 0.600 0.427 13 45.00 63 XBR SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.776 0.778 0.495 13 45.00 ass DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR V 4 2.000 3 2.000 4 2.000 3 2.000 4 2.000 3 2.000 2 1.000 T 4 2.000 3 1.000 3 1.000 2 1.000 2 1.000 2 2.000 2 2.000 1 1.000 1 1.000 1 1.000 2 1.000 S 20 4.000 4 1.750 2 1.000 2 1.000 S 20 4.000 2 2.000 2 1.000 2 1.000 S 2 1.000 ND 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) LEG 3.50 X 3.50 X 0.3125 45 1 1P 2P 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 156 2 IP 21 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 3 1P 22 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 4 1P 23 9.1 29.16 71.20 1 3 1.00 1.00 1.00 101 101 158 2 HBR 2.50 X 2.50 X 0.1875 45 5 2P 23 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 198 6 21 22 8.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 198 7 2P 21 6.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 198 8 23 22 6.2 9.16 30.36 3 3 1.00 1.00 1.00 126 126 196 3 XBR 2.50 X 2.00 X 0.3125 45 9 2P 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 10 21 55 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 11 22 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 12 23 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 13 2P 53 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 14 21 52 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 15 22 51 10.2 16.95 26.52 2 2 0.50 0.75 0.50 71 158 145 16 23 SS 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 4 XBR 2.50 X 2.00 X 0.3125 45 17 55 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 16 51 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 19 52 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 20 53 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 21 55 63 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 22 51 62 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 23 52 61 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 24 53 6S 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 5 XBR 2.50 0 2.00 5 0.3125 45 25 65 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 26 61 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 71 156 145 27 62 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 28 63 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 29 6S 73 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 30 61 72 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 31 62 71 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 156 145 32 63 7S 10.2 16.97 26.52 2 2 0.50 0.75 0.50 79 158 145 6 XBR 2.50 X 2.00 X 0.3125 45 33 7S 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 34 71 105 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 35 72 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 36 73 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 37 7S 103 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 156 145 36 71 102 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 39 72 101 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 40 73 105 10.2 16.95 26.52 2 2 0.50 0.75 0.50 79 158 145 7 TIE 2.50 X 2.50 X 0.1875 45 41 75 71 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 129 198 L/R < 300 42 73 72 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 6 AB! 3.00 X 2.00 X 0.1675 45 43 55 53 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 44 51 52 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 9 LEG 5.00 X 5.00 X 0.3125 45 45 2P 5S 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 46 21 51 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 47 22 52 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 48 23 53 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 49 53 6S 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 50 51 61 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 51 52 62 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 52 53 63 6.2 99.17 96.36 1 3 1.00 1.00 1.00 47 47 74 53 6S 7S 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 54 61 71 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 55 62 72 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 56 63 73 6.2 100.05 96.36 1 3 1.00 1.00 1.00 47 47 74 57 7S 105 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 58 71 101 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 59 72 102 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 60 73 103 6.2 99.97 96.36 1 3 1.00 1.00 1.00 47 47 74 10 XBR 3.50 X 3.50 X 0.2500 45 61 105 111 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 88 62 101 112 10.2 48.31 53.04 2 2 0.75 0.50 0.50 44 56 66 63 102 113 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 68 64 103 112 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 68 65 10S 113 10.2 48.31 53.04 2 2 0.75 0.50 0.50 64 56 86 66 101 112 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 68 67 102 111 10.2 46.31 53.04 2 2 0.75 0.50 0.50 84 56 68 66 103 11S 10.2 48.31 53.04 2 2 0.75 0.50 0.50 84 56 86 11 %BR 3.50 %3.50 X 0.2500 45 69 11S 121 10.2 48.33 53.04 2 2 0.75 0.50 0.50 84 56 66 70 111 125 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 66 71 112 123 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 ea 72 113 122 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 66 73 115 123 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 88 74 111 122 10.2 48.33 53.04 2 2 0.75 0.50 0.50 64 56 66 75 112 121 10.2 46.33 53.04 2 2 0.75 0.50 0.50 64 56 88 76 113 125 10.2 46.33 53.04 2 2 0.75 0.50 0.50 84 56 86 12 TIE 2.50 X 2.50 X 0.1675 45 77 125 121 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 76 123 122 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 Couonwsalth Associates, Inc. Page 3/16 13 060. 3.50 X.3.50 X 0.2500 45 79 80 61 62 83 64 85 86 14 LEG 6.00 X 8.00 X 0.5625 45 67 88 69 90 91 92 93 94 95 96 97 98 22 LEG 6.00 X 8.00 X 0.5000 45 99 100 101 102 103 104 105 106 15 LEG 6.00 X.8.00 X 0.5000 45 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 16 208. 4.00 X'4.00 X 0.3125 45 123 124 125 126 127 126 129 130 17 XBR 3.50 X 3.00 X 0.2508 45 131 132 133 134 135 136 137 138 18. XBR 3.50 X 3.00 X 0.2500 45 139 140 141 142 143 144 145 146 19 KBR .3.50 X 3.50 X 0.2500 45 147 146 149 150 151 152 153 154 20 KBR 4.00 X 4.00 X 0.2500 45 155 156 157 156 159 160 161 162 21 KBR 4.00 X 3.00 X 0.2500 45 163 164 165 166 167 166 169 170 23 HBR 3.00 X 3.00 2 0.1675 45 171 172 173 174 175 176 177 176 24 000 2.00 X 0.00 X 0.1675 45 179 160 25 XBR 2.00 X 2.00 X 0.1675 45 161 162 26 HNG 2.00 X 2.00 X 0.1675 45 163 164 27 HOG 2.50 X 2.00 X 0.2500 45 185 166 26 HNG 2.00 X 2.00 X 0.1675 45 167 166 29 HOG 3.00 X 3.00 X 0.2500 45 169 190 Commonwealth Associates, Inc. 12S 121 122 123 12S 121 122 123 16P 161 162 163 17S 171 172 173 18S 181 162 183 19S 191 192 193 20S 201 202 203 10S 101 102 103 11S 111 112 113 12S 121 122 123 15S 151 152 153 15S 151 152 153 15S 151 152 153 l6P 161 162 163 16P 161 162 163 17S 171 172 173 17S 171 172 173 18S 181 162 163 165 181 162 163 22S 22S 222 22Y 23S 230 23X 235 205 201 202 203 205 201 202 203 21S 211 212 213 21S 211 212 213 2P 21 16P 161 2P 23 21 22 7S 73 26P 26Y 151 15S 153 152 153 152 151 15S 17S 171 172 173 18S 161 162 163 19S 191 192 193 20S 201 202 203 21S 211 212 213 115 111 112 113 125 121 122 123 15S 151 152 153 16P 161 162 163 161 16P 163 162 163 162 161 16P 171 175 173 172 173 172 171 17S 161 18S 163 162 163 162 181 18S 22S 225 22Y 222 23S 23X 23X 23S 20I 201 202 203 20S 201 202 203 24S 24S 24Y 24Y 25S 252 250 25S 24S 24S 24Y 24Y 25S 252 250 255 22 23 162 163 3P 3P 4P 4P 6P 6P 9P 9P 10.2 46.31 53.04 10.2 48.31 53.04 10.2 46.31 53.04 10.2 48.31 53.04 10.2 48.31 53.04 10.2 46.31 53.04 10.2 46.31 53.04 10.2 46.31 53.04 7.4 291.72 291.72 7.4 211.72 291.72 7.4 291.72 291.72 7.4 291.72 211.72 7.4 291.72 291.72 7.4 291.72 291.72 7.4 291.72 291.72 7.4 291.72 291.72 7.4 291.72 291.72 7.4 211.72 291.72 7.4 291.72 291.72 7.4 291.72 291.72 7.4 276.48 275.62 7.4 278.46 275.62 7.4 278.46 275.62 7.4 278.48 275.62 14.8 276.48 275.62 14.6 276.46 275.62 14.6 276.46 275.62 14.8 276.48 275.62 6.2 266.75 275.62 6.2 266.75 275.62 6.2 266.75 275.62 6.2 266.75 275.62 6.2 268.82 275.62 6.2 286.62 275.62 6.2 286.82 275.62 6.2 266.62 275.62 6.2 266.75 275.62 6.2 286.75 275.62 6.2 268.75 275.62 6.2 286.75 275.62 7.0 281.89 275.62 7.0 261.89 275.62 7.0 281.69 275.62 7.0 261.69 275.62 10.8 66.30 66.30 10.8 66.30 66.30 10.6 66.30 66.30 10.6 66.30 66.30 10.6 66.30 66.30 10.8 66.30 66.30 10.6 66.30 66.30 10.6 66.30 66.30 11.9 27.79 39.78 11.9 27.79 39.78 11.9 27.79 39.78 11.9 27.79 39.78 11.9 27.79 39.78 11.9 27.79 39.76 11.9 27.79 31.76 11.9 27.79 39.76 13.9 22.92 39.78 13.9 22.92 39.76 13.9 22.92 39.78 13.9 22.92 39.76 13.9 22.92 39.78 13.9 22.92 39.76 13.9 22.92 39.78 13.9 22.92 39.78 9.8 21.41 25.67 9.8 21.41 25.67 9.6 21.41 25.67 9.6 21.41 25.67 9.6 21.41 25.67 9.6 21.41 25.67 9.6 21.41 25.67 9.8 21.41 25.67 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 11.6 23.47 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 17.1 21.24 26.52 11.5 6.77 31.61 11.5 8.77 31.81 11.5 6.77 31.61 11.5 6.77 31.61 11.5 8.77 31.81 11.5 6.77 31.61 11.5 6.77 31.81 11.5 8.77 31.81 11.5 0.02 10.02 11.5 0.02 10.02 11.5 4.03 13.26 11.5 4.03 13.26 13.4 4.77 22.59 13.4 4.77 22.59 16.9 4.61 34.70 16.9 4.61 34.70 13.4 4.77 22.59 13.4 4.77 22.51 10.0 25.96 50.09 10.0 25.96 50.09 2 2 0.75 0.50 0.50 84 2 2 0.75 0.50 0.50 84 2 2 0.75 0.50 0.50 64 2 2 0.75 0.50 0.50 84 2 2 0.75 0.50 0.50 84 2 2 0.75 0.50 0.50 64 2 2 0.75 0.50 0.50 84 2 2 0.75 0.50 0.50 64 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 3 1.00 1.00 1.00 35 1 2 1.00 1.00 1.00 35 1 2 1.00 1.00 1.00 35 1 2 1.00 1.00 1.00 35 1 2 1.00 1.00 1.00 35 1 2 0.50 0.50 0.50 35 1 2 0.50 0.50 0.50 35 1 2 0.50 0.50 0.50 35 1 2 0.50 0.50 0.50 35 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 30 1 3 1.00 1.00 1.00 34 1 3 1.00 1.00 1.00 34 1 3 1.00 1.00 1.00 34 1 3 1.00 1.00 1.00 34 2 2 0.75 0.50 0.50 78 2 2 0.75 0.50 0.50 76 2 2 0.75 0.50 0.50 76 2 2 0.75 0.50 0.50 76 2 2 0.75 0.50 0.50 78 2 2 0.75 0.50 0.50 78 2 2 0.75 0.50 0.50 76 2 2 0.75 0.50 0.50 78 2 2 0.57 0.76 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.57 0.78 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.57 0.76 0.57 73 2 2 0.55 0.76 0.55 83 2 2 0.55 0.76 0.55 63 2 2 0.55 0.76 0.55 63 2 2 0.55 0.76 0.55 83 2 2 0.55 0.76 0.55 83 2 2 0.55 0.76 0.55 63 2 2 0.55 0.76 0.55 63 2 2 0.55 0.78 0.55 83 3 3 1.00 1.00 1.00 108 3 3 1.00 1.00 1.00 106 3 3 1.00 1.00 1.00 108 3 3 1.00 1.00 1.00 108 3 3 1.00 1.00 1.00 106 3 3 1.00 1.00 1.00 106 3 3 1.00 1.00 1.00 106 3 3 1.00 1.00 1.00 108 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 3 1.00 1.00 1.00 111 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 2 1.00 0.50 0.50 161 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 3 3 1.00 1.00 1.00 147 1 1 0.50 1.00 0.50 1282 1 1 0.50 1.00 0.50 1262 3 1 1.00 0.50 0.50 224 3 1 1.00 0.50 0.50 224 3 3 1.00 0.50 0.50 261 3 3 1.00 0.50 0.50 261 3 3 0.33 1.00 0.33 85 3 3 0.33 1,00 0.33 65 3 3 1.00 0.50 0.50 261 3 3 1.00 0.50 0.50 261 3 3 1.00 0.50 0.50 130 3 3 1.00 0.50 0.50 130 56 56 56 56 56 56 56 56 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 30 30 30 30 30 30 30 30 30 30 30 30 34 34 34 34 52 52 52 52 52 52 52 52 122 122 122 122 122 122 122 122 143 143 143 143 143 143 143 143 106 106 106 108 106 106 108 106 111 111 111 111 111 111 111 111 115 115 115 115 115 115 115 115 147 147 147 147 147 147 147 147 2564 2564 112 112 130 130 342 342 130 130 65 65 66 66 68 66 66 68 66 88 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 47 47 47 47 46 46 46 46 47 47 47 47 53 53 53 53 62 62 82 62 82 62 62 62 129 129 129 129 129 129 129 129 146 146 146 146 146 146 146 146 169 169 169 169 169 169 169 169 175 175 175 175 175 175 175 175 156 156 158 156 156 156 156 158 232 232 232 232 232 232 232 232 1262 1282 176 176 204 204 156 156 204 204 102 102 L/R L/R L/R L/R L/R L/R L/R L/R L/R L/R > 200 > 200 < 300 < 300 < 300 < 300 > 250 > 250 < 300 < 300 Page 4/16 sss TOWER DEAD LOAD AND DRAG AREAS Commonwealth Associates, Inc. 30 HNG 2.00 X 2.00 X 0.1675 45 191 12S 13P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 192 123 13P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 31 HNG 3.00 X 3.00 X 0.2500 45 193 27P 14P 10.0 25.98 50.09 3 3 1.00 0.50 0.50 130 65 102 194 27Y 14P 10.0 25.96 50.09 3 3 1.00 0.50 0.S0 130 65 102 32 AXBR 2.00 X 2.00 X 0.1675 45 195 SS 52 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 196 53 51 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 33 AXBR 2.00 X 2.00 X 0.1875 45 197 105 102 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 196 103 101 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 34 AXBR 2.00 X 2.00 X 0.1875 45 199 155 152 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 200 153 151 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 35 ABR 3.00 X 2.00 X 0.1875 45 201 105 103 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 202 101 102 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 36 ABR 3.00 X 2.00 X 0.1875 45 203 155 153 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 L/R < 300 204 151 152 8.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 L/R < 300 37 ARM 3.50 X 3.50 X 0.2500 45 205 51 4P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 206 52 4P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 60 ARM 3.00 X 3.00 X 0.2500 45 207 55 51 8.2 18.84 26.52 3 3 1.00 1.00 1.00 105 105 165 208 53 52 8.2 16.84 26.52 3 3 1.00 1.00 1.00 105 105 165 38 ARM 3.00 X 3.00 X 0.2500 45 209 5S 3P 11.9 28.41 39.78 3 2 0.50 0.50 0.50 77 77 121 210 53 3P 11.9 26.41 39.78 3 2 0.50 0.50 0.50 77 77 121 39 ARM 3.50 X 3.50 X 0.2500 45 211 101 9P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 212 102 9P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 40 ARM 3.00 X 3.00 X 0.2500 45 213 105 6P 11.9 28.41 39.78 3 2 0.50 0.50 0.50 77 77 121 214 103 8P 11.9 28.41 39.78 3 2 0.50 0.50 0.50 77 77 121 41 ARM 3.50 X 3.50 X 0.2500 45 215 151 140 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 216 152 140 15.7 43.21 51.19 3 3 0.33 0.33 0.33 57 57 90 42 ARM 3.00 X 3.00 X 0.2500 45 217 155 130 11.9 26.41 39.78 3 2 0.50 0.50 0.50 77 77 121 216 153 13P 11.9 28.41 39.76 3 2 0.50 0.50 0.50 77 77 121 44 HBR 2.50 X 2.50 X 0.1875 45 219 195 225 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 220 191 22S 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 221 192 22Y 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 222 193 22Y 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 223 195 23S 7.6 1.79 24.19 3 3 1.00 1.00 1.00 120 120 189 224 191 235 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 225 192 23X 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 226 193 23S 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 43 HBR 2.50 X 2.50 X 0.1.875 45 227 16P 163 8.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 228 161 162 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 229 160 161 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 230 163 162 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 45 HNG 2.50 X 2.50 X 0.2500 45 231 71 26P 7.1 14.67 39.78 3 3 1.00 1.00 1.00 110 110 173 232 72 26Y 7.1 14.67 39.78 3 3 1.00 1.00 1.00 110 110 173 46 HNG 2.50 X 2.50 X 0.2500 45 233 121 27P 7.1 14.67 39.76 3 3 1.00 1.00 1.00 110 110 173 234 122 27Y 7.1 14.67 39.76 3 3 1.00 1.00 1.00 110 110 173 47 OR 2.00 X 2.00 X 0.1875 45 235 101 26P 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 236 102 26Y 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 48 ABR 2.00 X 2.00 X 0.1875 45 237 151 27P 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 236 152 27Y 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 49 ARM 3.00 X 3.00 X 0.2500 45 239 101 101 6.2 16.84 26.52 3 3 1.00 1.00 1.00 105 105 165 240 103 102 6.2 18.84 26.52 3 3 1.00 1.00 1.00 105 105 165 50 ARM 3.00 X 3.00 X 0.2500 45 241 155 151 6.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 242 153 152 8.2 18.64 26.52 3 3 1.00 1.00 1.00 105 105 165 51 TOR 2.00 X 2.00 X 0.1875 45 243 22S 22Y 15.6 2.21 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 244 23S 230 15.6 2.21 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 52 DUM 0.10 X 0.10 X 1.0000 45. 245 22S 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 246 22S 23X 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 247 22Y 238 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 248 22Y 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 249 27P 27Y 5.2 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 250 26P 26Y 5.2 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 251 24S 25S 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 252 24S 25X 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 253 24Y 25X 16.3 0.45 -36.11 1 3 1.00 1.00 1.00 2 2 2 254 24Y 255 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 255 29S 305 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 256 29S 30X 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 257 29Y 300 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 258 29Y 30S 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 53 TBR 3.00 X 3.00 X 0.1875 45 259 24S 24Y 23.0 4.89 13.26 3 2 1.00 0.50 0.50 294 147 232 L/R > 225 260 255 250 23.0 4.89 13.26 3 2 1.00 0.50 0.50 294 147 232 L/R > 225 54 KBR 4.00 X 3.00 X 0.2500 45 261 24S 265 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 262 24S 281 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 263 24Y 282 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 311 153 264 24Y 283 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 265 255 265 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 266 25X 281 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 267 250 262 25.2 19.29 26.52 3 1 0.67 0.33 0.33 158 111 153 268 25S 283 25.2 11.29 26.52 3 1 0.67 0.33 0.33 158 111 153 55 LEG 6.00 X 8.00 8 0.5000 45 269 215 285 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 270 211 261 20.6 231.85 248.06 3 1 0.33 0.33 0.33 33 33 51 271 212 282 20.6 231.65 248.06 3 1 0.33 0.33 0.33 33 33 51 272 213 283 20.6 231.85 246.06 3 1 0.33 0.33 0.33 33 33 51 56 HBR 5.00 X 5.00 X 0.3125 45 273 265 295 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 274 261 29S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 275 282 29Y 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 276 283 298 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 277 285 30S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 276 281 308 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 279 282 308 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 260 263 305 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 57 TBR 4.00 X 4.00 X 0.2500 45 281 29S 298 29.9 11.18 26.52 3 3 1.00 0.50 0.50 287 144 226 L/R > 250 282 30S 300 29.9 11.18 26.52 3 3 1.00 0.50 0.50 267 144 226 L/R > 250 58 KBR 6.00 X 3.50 X 0.3750 45 283 29S 31P 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 284 29S 311 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 265 29Y 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 286 29Y 313 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 287 30S 31P 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 286 300 311 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 289 30X 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 290 305 313 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 59 LEG 6.00 X 6.00 X 0.5000 45 291 265 31P 36.0 265.20 265.20 1 3 0.20 0.20 8.20 35 35 54 292 281 311 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 293 282 312 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 294 263 313 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 61 XBR 2.00 X 2.00 X 0.1875 45 295 195 192 22.0 3.18 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 296 191 113 22.0 3.16 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 62 XBR 2.50 X 2.00 X 0.1675 45 297 21S 212 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 296 211 213 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 63 %BR 2.50 X 2.50 X 0.1875 45 299 265 282 42.3 1.97 26.52 3 3 0.75 0.50 0.50 489 326 513 L/R > 250 300 261 263 42.3 1.97 26.52 3 3 0.75 0.50 0.50 469 326 513 L/R > 250 Page 5/16 �1 ' • - - 1 j7. : • :JT..jUNFATORED DRAG AREA • ...NO. .. LABEL :DEAD .LOAD' , -DIR.- Y -DIR. '. „ • - IP.. :0.163 5.453 1.453 4 22 0.217 14.622 12.952 5 23 0.119 13.537 12.644 4.506 7 4P 0.190 15.673 5.462 4.501. 9 9P 0.175 13.702 4.130 10 13P 0.114 9.639 4.506 11 14P 0.175 13.702 4.130 12 16P 0.441 24.060 24.060 13 161 0.441 24.040 24.060 14 162 0.491 24.060 24.060 15 163 0.491 24.060 24.060 16 26P 0.059 4.901 2.235 17 26Y 0.051 4.101 2.235 la 27P 0.059 4.901 2.235 19' 27Y 0.059 4.101 2.235 20 31P 0.000 0.000 0.000 21 311 0.000 0.000 0.000 22 312 0.000 0.000 0.000 23 313 0.000 0.000 0.000 24 SS 0.261 18.166 16.315 25 51 0.310 19.800 16.565 26 52 0.310 11.600 16.565 27 :53 0.269 16.166 16.395 ' 28 6S 0.114 11.968 11.966 21 61 0.194 11.966 11.966 30 62 0.194 11.966 11.968 31 63 0.144 11.466 11.966 30 7S 0.231 15.794 13.200 33 71 ' 0.226 15.107 12.823 15.794 13.200 36 105 0.366 21.077 .19.304 37 101 0.396 23.743 19.935 36 102 0.396 23.743 19.935 39 103 ' 0.366 21.077 19.304 40 '115 0.352 17.762 17.782 41 111 0.352 17.762 17.762 42 ' 0.352 17.782 17.782 43 113 0.352 17.762 17.782 44 125 0.386 21.609 19.015 45 121 0.365 20.921 18.637 46 122. 0.365 20.121 16.637 47 123 0.388 21.609 19.015 46 155 0.496 25.673 23.900 49 '151 0.527 28.340 24.531 50 152 0.527 28.340 24.531 51' 153 0.416 25.673 23.900 52 215 0.692 30.817 30.897 53 211 0.692 30.697 30.697 54 . 212 ' 0.692 30.897 30.817 SS 213 0.692 30.617 30.697 56 175 0.447 21.431 21.431 57 171 0.447 21.431 21.431 56 172 0.447 21.431 21.431 59 173 0.447 21.431 21.431 60 165 0.436 20.617 20.817 61 161 0.438 20.817 20.617 62 182 0.436 20.617 20.817 63 183 0.438 20.617 20.817 64 20S 0.565 31.307 31.307 65 201 0.565 31.307 31.307 66 ' 202 0.585 31.307 31.307 67 203 0.585 31.307 '31.307 66 195 0.322 13.916 13.916 69 191 0.322 13.116 13.916 70 192 0.322 13.918 13.916 71 193 0.322 13.916 13.918 72 22S 0.220 16.727 11.616 73 22Y 0.220 16.727 11.616 74 23S 0.220 11.616 16.727 75 230 0.220 11.616 36.727 76 24S 0.414 33.867 29.171 77 24Y 0.414 33.887 29.171 78 255 0.414 29.171 33.867 79 250 0.414 29.171 33.667 80 285 1.311 64.764 64.764 61 281 1.391 64.764 64.764 82 282 1.391 64.764 64.764 63 283 1.391 64.764 64.764 64 29S 0.919 53.530 45.739 85 25Y 0.919 53.530 45.739 66 305 0.919 45.739 53.530 67 300 0.919 45.739 53.530 TOTAL 35.214 1906.347 1794.952 ems VECTOR LOADS FROM PILE ml\pls\tower\clients\jm\jm3rvaca DEAD STRENGTH • WIND DESCRIPTION ---+ USE LC LOAD REDUCT. +-FACT.PRESS.4 •-VELOCITY--+ FOR NO. DESCRIPTION FACT. FACT. TRAN. LONG. TRAN. LONG. CPSF) (PSF) (MPH) (MPH) 1 1 SWITL LONGIT LOA 1.500 1.000 16.00 0.00 79 2 2 TL&TR LONGIT LOA 1.500 1.000 16.00 0.00 79 3 3 TLIML LONGIT LOA 1.500 1.000 16.00 0.00 71 4 4 MULMR LONGIT LOA 1,500 1.000 16.00 0.00 79 5 5 MLSOL LONGIT LOA 1.500 1.000 16.00 0.00 79 6 6 BLUER LONGIT LOA 1.500 1.000 16.00 0.00 71 Use for column definition proceeding from left to right Steel towers and poles Wood poles - Strength factor • 1 Commonwealth Associates.. Inc. 11001001111 11001001111 11001001111 11001001111 11001001111 11001001111 Page 6/16 Wood poles - Strength factor = .65 Wood:poles .Strength factor.. .25 •Concrete Poles • Ultimate Concrete Poles- 'first crack Concrete Poles -.Zero tension • Guys. • Arms .. .. Braces •. LC NO. DESCRIPTION 2 TLITR-LONGIT 3 :3 TLSMI. LONGIT LOA • WIRE LOADS • • WIRE LOADS ON INSULATORS TRANSFERRED TO INSUL LOAD FORCE LOAD FORCE ..LOAD FORCE OR MOMENT TYPE POINT VERT. 'TRANS. LONGI7.. POINT 'VERT.: TRANS. LONGIT. POINT VERT. TRANS. LONGIT. .. (KIPS) .(KIPS) (KIPS or FT -K) 1 1 .SWITL LONGIT LOA C IP - 1.013 3.902 9.375 C 3P 3.361 .7.402 0.000 C. 4P . 3.361 7.402 18.125 C 8P 3.361' 7.402 0.000 C 9P ' 3.361 7.402 ` 0.000 13P 3.361 7.402 0.000 14P 3.361 7.402 0.000 C `-63 - . 1.306 0.558 0.000 6S 0.834 0.429 0.000 7S 0.160 0.150 0.000 C --.105 0.180 0.150 0.000 115 0.180 0.150. 0.000 C 121 0.210 0.175 0.000 C .155. 0.210 0.175 0.000 C .16P 0.210 0.175 0.000 C 171 0.210 0.175 0.000 C 181 0.210 0.175 0.000 191 0.210 0.175 0.000 C 20S 0.300 0.250 0.000 C - 21S 0.540 0.450 0.000 265 0.840 0.700 0.000 C' 0.510 0.425 0.000 LOA. 'C- IP . . 1.013 3.902 0.000 3P , 3.361 7.402 18.125 4P 3.361 7.402 16.125 6P 3.361 .7.402- 0.000 C, 9P - . 3.361 7.402 0.000 C -. 13P 3.361 7.402 0.000 14P 3.361 7.402 0.000 63 . 1.308 0.558 0.000 61 0.534 0.429. 0.000 C. 7S 0.160 0.150 0.000 C 105 0.180 0.150 0.000 111 0.160 0.150 0.000 C 12S 0.210 0.175 0.000 C' 151 - '0.210 0.175 0.000 - 16P 0.210 0.175 0.000 17S 0.210 0.175 0.000 C 181 0.210 0.175 0.000 191 0.210 0.175 0.000 C 201 0.300. 0.250 0.000 C 211 0.540 0.450 0.000 265 0.640 0.700 0.000 C 31P 0.510 0.425 0.000 IP. 1.013 3.902 0.000 C 3P 3.361 7.402 0.000 C . 4P .. '3.361 7.402 18.125 C 8P.' 3.361 7.402 0.000 C IF 3.361 '7.402 18.125 C 13P 3.361 7.402 0.000 C 14P 3.361 7.402 0.000 C '.63 1.308 0.556 0.000 6S 0.834. 0.429 0.000 C 7S 0.160 0.150 0.000 C 105 0.160 0.150 0.000 C .115 0.160 0.150 0.000 C 121 0.210 0.175 0.000 C 155 0.210 0.175 0.000 C 16P 0.210 0.175 0.000 C . 171 0.210 0.175 0.000 C 161 0.210 0.175 0.000 C 191 0.210 0.175 0.000 C 20S 0.300 0.250 0.000 C 211 0.540 0.450 0.000 - C 28S 0.640 0.700 0.000 C 31P 0.510 0.425 0.000 4 4 ULLMR LONGIT LOA C IF 1.013 3.902 0.000 C 3P 3.361 7.402 0.000 C 4P 3.361 7.402 0.000 C 8P 3.361 7.402 18.125 C 9P 3.361 7.402 16.125 C 13P 3.361 7.402 0.000 C 14P 3.361 7.402 0.000 C 63 1.306 0.558 0.000 C 61 0.634 0.429 0.000 C, 71 0.160 0.150 0.000 C 10S 0.160 0.150 0.000 C 111 0.160 0.150 0.000 C 12S 0.210 0.175 0.000 C 151 0.210 0.175 0.000 C 16P 0.210 0.175 0.000 C 171 0.210 0.175 0.000 C 181 0.210 0.175 0.000 C 191 0.210 0.175 0.000 C 201 0.300 0.250 0.000 C 211 0.540 0.450 0.000 C 26S 0.840 0.700 0.000 C 31P 0.510 0.425 0.000 5 5 MAUL LONGIT LOA C 1P 1.013 3.902 0.000 Commonwealth Associates, Inc. C 3P 3.361 7.402 0.000 C 4P 3.361 7.402 0.000 C 8P 3.361 7.402 0.000 C IF 3.361 7.402 16.125 C 13P 3.361 7.402 0.000 C 14P 3.361 7.402 18.125 C 63 1.306 0.556 0.000 C 61 0.639 0.429 0.000 Page 7/16 75. 0.180 .0.150 '`0.000 C 105 0.160. 0.150 0.000 115 0.180 0.150 0.000 C .325 0.210 0.175 0.000 C. 155 0.210 0.175 0.000 C 16P 0.210 0.175 0.000 C. 175 0.210 0.175 0.000 C . 165 0.210 0.175 0.000 C 195 0.210 0.175 0.000 20S 0.300 0.250 0.000 C 215 0.540 0.450 0.000 285 0.640 0.700 0.000 C: 31P 0.510 0.425 0.000 LONGIT LOA C 1P 1.013 3.902 0.000 C 3P 3.361 7.402 0.000 C 4P 3.361 7.402 0.000 C 8P 3.361 7.402 0.000 IF 3.361 7.402 0.000 C 13P 3.361 7.402 18.125 C 14P 3.361 7.402 18.125 C 63 1.306 0.556 0.000 6S 0.834 0.429 0.000 75 ' . 0.180 0.150 0.000 105 0.180 0.150 0.000 115 0.180 0.150 0.000 125 0.210 0.175 0.000 155 0.210 0.175 0.000 C 16P 0.210 0.175 0.000 C '175 0.210 0.175 0.000 185 0.210 0.175 0.000 C 195 0.210 0.175 0.000 C 20S . 0.300 0.250 0.000 C 215 0.540 0.450 0.000 C 285 0.840 0.700 0.000 C 31P 0.510 0.425 0.000 NOTE: Fuse 1180 is buckled and its AE is reduced to 1 N for load case 1 NOTE: Fuse 4180 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse 1180 is buckled and its AE is reduced to 1 N for load case 3 NOTE: Fuse 1180 is buckled and its AE is reduced to 1 N for load case 4 NOTE: fuse 1180 is buckled and its AE is reduced to 1 N for load case 5 NOTE: Fuse 1185 is buckled and its AE is reduced to 1 N for load case 1 NOTE: Fuse 1227 is buckled and its AC is reduced to 1 N for load case 1 NOTE: Fuse 1185 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse *227 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse 1229 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse *185 is buckled and its AE is reduced to 1 N for load case 3 NOTE: Fuse *196 is buckled and its AE is reduced to 1 N for load case 3 NOTE: Fuse *198 is buckled and its AC is reduced to 1 N for load case 3 NOTE: Fuse *227 is buckled and its AC is reduced to 1 N for load case 3 NOTE: Fuse e227 is buckled and its AE is reduced to 1 N for load case 4 NOTE: Fuse *198 is buckled and its AE is reduced to 1 N for load case 5 NOTE: Fuse *200 is buckled and its AE is reduced to 1 N for load case S NOTE: Fuse *227 is buckled and its AE is reduced to 1 N for load case 5 NOTE: Fuse 1227 is buckled and its AE is reduced to 1 N for load case 6 NOTE: Fuse 4182 is buckled and its AE is reduced to 1 N for load case 1 NOTE: Fuse 1196 is buckled and its AE is reduced to 1 N for load case 1 NOTE: Fuse *181 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse *182 is buckled and its AE is reduced to 1 N for load case 2 NOTE: Fuse 1181 is buckled and its AE is reduced to 1 N for load case 3 NOTE: Fuse 1162 is buckled and its AE is reduced to 1 N for load case 3 NOTE: Fuse e182 is buckled and its AE is reduced to 1 N for load case 4 NOTE: fuse 1162 is buckled and its AE is reduced to 1 N for load case 5 NOTE: Fuse *204 is buckled and its AE is reduced to 1 N for load case 5 NOTE: Fuse e182 is buckled and its AE is reduced to 1 N for load case 6 es* MEMBER FORCES FOR ALL LOADING CONDITIONS (kip) est POSITIVE FOR TENSION- NEGATIVE FOR COMPRESSION • - -- GROUP - - -+ MEM LABEL DESC. NO. LC 5 LC 6 ' Commonwealth Associates, Inc. LC 1 LC 2 LC 3 LC 4 1 LEG 1 -5.097 -2.954 -0.602 -3.057 -4.014 - 2.666 2 -6.141 2.138 -0.213 2.241 3.199 1.851 3 9.632 1.552 3.904 1.449 0.492 1.840 4 -0.224 -2.368 -4.719 -2.265 -1.307 -2.655 2 HBR 5 0.062 0.050 0.037 0.168 0.047 0.002 6 -2.072 -2.082 -2.096 -1.966 -2.043 -2.132 7 5.361 2.063 3.262 3.566 3.508 3.430 8 1.233 4.892 3.327 3.603 3.561 3.431 3 XBR 9 -2.767 - 5.704 - 2.592 1.156 1.913 1.038 10 -3.543 -4.052 -4.229 -0.394 -1.135 -0.422 11 1.513 3.251 1.794 -0.327 0.376 -0.413 12 3.641 7.766 3.041 1.006 0.212 1.011 13 -0.754 2.456 -3.679 -0.306 0.123 -0.374 14 6.060 1.405 2.748 -0.312 -0.675 -0.344 15 -6.347 -2.008 -5.411 -0.212 0.184 -0.287 16 -1.707 -3.233 1.045 -0.392 -0.677 -0.429 4 XBR 17 19.441 7.063 17.773 5.766 4.196 5.762 16 - 23.436 - 12.355 - 22.725 -7.889 -6.876 -7.625 19 8.040 - 2.548 7.005 -7.013 -6.194 -7.270 20 -8.650 4.223 -7.303 5.502 6.920 5.532 21 -3.921 8.589 -8.666 -0.078 -1.865 -0.223 22 21.723 15.234 19.365 1.165 2.232 1.311 23 - 19.336 - 12.304 - 16.199 1.745 0.212 1.604 24 2.662 -9.319 6.174 -0.658 0.135 -0.516 5 XBR 25 24.202 13.126 23.489 6.662 7.651 8.396 26 - 19.669 -7.299 - 18.002 -6.022 -4.435 -5.999 27 8.405 -4.461 7.059 -5.736 -7.156 -5.769 28 -7.096 3.485 -6.062 7.948 9.128 8.205 29 -2.661 9.314 -6.170 0.658 -0.135 0.515 30 19.325 12.297 16.166 -1.744 -0.212 -1.603 31 - 21.710 - 15.225 - 19.354 -1.164 -2.231 -1.311 32 3.919 -6.584 6.662 0.078 1.864 0.223 6 XBR 33 15.263 5.636 11.595 -2.226 1.594 6.610 34 - 22.831 - 13.336 - 23.214 -7.909 -8.933 -6.691 35 9.214 -0.232 7.999 -5.624 -6.193 -6.631 36 -2.596 7.084 -0.516 14.966 9.573 6.151 37 -3.617 7.310 -8.029 1.402 -3.124 -1.706 36 20.267 13.778 17.910 -0.291 0.777 -0.144 39 - 20.792 - 13.760 - 19.655 0.289 -1.244 0.146 40 -0.570 - 10.966 2.606 -5.066 -1.554 -1.161 7 TIE 41 3.220 4.481 4.087 3.712 5.335 3.113 P*ge 6/16 -ON ...... MS NN S NPMM IYAJOSMS NM F J NMM N NN NJNA. TNNOSMAAMIMJJJOS,JAN u.O11Y ON ..... 0 SA P NJIneA NA SJ N N. OSJm O S. O S OO.O ac.1a-00.1.2 J..JI •J N SAJO J OM InnAJ IM,-JNPON.A NMMMNN NM JMM NM N N.SNOMMIY.. NONAMOAS O F.N. N OM J11n N..NP ON NM II1.OSIn SNM NAN..... OAJ N.... J N ........ M JMN OJIn N NM SO icSNNA NP IJMSMIMIO FM PA.NSJA ,-M N NA InMOMMA N NO S O NF O Nn1NSOOSPN(nJJFNNSN.TON...F. A 00100M ...... M MISJ N P NON JIn1U0 OSO.J i ,-JAO TON SOOSOMIMOONA,O NN NAS1nANOOMSAAMMOOMMMMSAASAONS N TN J OmMOAA N. QO JAMIOMMO NOP N O S A.A.. in TNMMAA OJM N SMM J J N mMAMSNN. SN1n OAMSSO I NAAA IUAAMAAAA AAA. 1 AAM I 1 MAA ,-M0A O S In N F S N 1mm N 1n S N M FS N S N S S N F YI In N NJ N NA TAMA N 11n 11 t 1 1 1 1 1 1 1 1 1 A A I A A I A A I A 011A A 1 1 1 1 • In S J ON NNA. ,-DN FMSN NM N CNNS 00 In MMA JOONJA O JOT JMMONSln O InOAA O.AA NNS SJ ,- ,-0 ,-OJMO TO NMM NMVIAMI N A J OAA,- OJNANO OM ..... MI NTFIY.M MASNSnIS NAMN00 JS O J N J N VIJ.O In N N TOOPASSJN S NMMOP. 0 ,-SOP NJ ONAMOM,N NONA N InnA NSMSNA ,-M NN In S N ON SO.T.NSO S MI J SONG N J J S F.00 OJNOO.00JON J0 NN ..JVI NMJSAOOAN NM NAN ,-JMSS'J S N N0000 N NS J NM,- ONN N P NJN N M .AO.00NSM N N,- NSM0 NO O NNA J OS,- MIT ,-NInPFTA.MJMM N P JA S S S A J to M F O P OMOA SFAA AOAJAmm ,NAFPOMAANPNNOAANNA00MAAOA N N NT POMMN TM N ONF O N FM NM N,- NNN OMO NNSFSOMJNS.N OJmeM PAP NN NN. NNSOSF.. ON ...... FSOSJOM FA 111 I AAANNAAM IUM 1 AN MM 1 1 MA AM IAN NJN SNJJSNJJSNJJMImaMMIMSJMIiSCSFJ .NPNMIJA 1 SMMAMAIYNAMMM..... M ........ . 1 1 A A A A A A 1 A A A 1 1 ri s1 s 1 o t 1 MNMMAM0MNON,- J JSMNSAMSNAOM ON N MN NAN InAMMI O JA N N N J NJNJ OAOM FJ.NODN ,-N NNJ.J. NASMSM NFJ NS InMSA N SON NAJNMSJSMSN NANO..N NN NN NMMi a mASOOF.JMA OPAMAOAMC NMAM NSPOMJ Cr man MA S 0 i A... OOP. OJPO NMA NJ SM NJ NO. FMNOF,- NJ. 0,- N S NON NJA0 SA0A NAN N N NA I.OSON SONG N ,-NJJNA JNPOFANAS.AO mao N PM OOO JSNO JSN.AJONSOA0 SONN OS. O F M ONSAN InAmmMJO NSM ....... NNA NOM P NAAN.MM OSJ SA.MSAM N OAMM OM F S ..... 0,MS N O AS 6 S,- SN F AMO O M,- AMA. c: 8 A S M J O NOO JMS A A S In F O P,- N a; r N A MI J.NMO. M S A O N a; .JO F N A MI OO O VI In O MO O NJ A M A A N N O FS S MN M JA A a; jit SIII M M A O M OA MO A0 1 1 1 I MAAAMAAMAA I AAAA I MAA AAA AA I .4 A NM N N JNSW N NSN F IYSIn J NM In SIUMMFM JMIAN OSNNAMAMIA NAN I M 1113 11 Is 1 1 1 1 1 1 1 1 1 1 1 1 1 i I A •43A A I A A I A A A A 1 1 1 1 IA IA AI I I I I cm., mSMOSAOOF mm FO JAOMN SOSSANSSJM. JPM F OMm N SMN OJVI F. mm NAAMOMA SMJNAJN N ON SO FJ OOM NJ NJN S ,-SF.SSS ,-A S. A.A.SOOJ. OOIn...... MJ F S J O ON. S J O OO N N0N0 , N N N1 O N N11100 A 0 ..4NS01JS J O MIn NO tmm. ON N NON NJ NP MO SSSJM IMJ•11031 In ............. O N AM M A 0J F NN O. NM V1 N PONSN IIIMOOM ONMSSAMOJ F O MOMM SNOONSM NOMO OSNInJOOM NM,- F N NNSSONOA N O IncaCSNOMN ,-SOMIOr,- FA OPS O ..... F FSN.F J0ANn -MION. 0A0..... NN NA AAOA O F MN MN A J OOIn SFA J J YIS ,-FSNJJAOSJ,- M AO SFA S VI YI NN J YI FA O FSIn MI O MO S AO O. AN N NJ.S ,-POJ NA M A O OSOM J FJ M A MO . F N JN O 1 1 , 1 A I M l NAT 1 MAMSAAAMMASMAAAMMA MMAAAMMAPAJMOANMOANSOANSFNSNJ I JA. OAM OAS NAMNA 1 SNMAMANNNAMMAAAAMAANAAAAAAA 1 1 1 1 1 1 1 1 1 1 1 I I I A A 1 A A 1 A A 1 A A 1 A A I I I 1 A A 1 A A l 1 1 I 1 1 1 1 I 1 1 1 1 1 MJOAAMUIJ OM NMSOM O 0 ,-I.NM.FO.. NNAMJAAA. InCANON SN NSMSSMOMNAN N J SOOMOS ,- ,-MNF ON N N NJ N ONJOM ,-JMAAMJP NM..... MJ N N. MO FSJMA MJ N NN NS NO NMOOMANO ,-A. NOONOOMJNMM NM N N N N NN N.M FA ONN NOA NNJMN.NJ WOMMMIOMO F 0CC OM N,- J SNJ TNOMIO. ILAOSOPA SOA ,- ,-,- NNMOOO ,-0Si JO,- NOON ONM FJNN.NM..NM FM OOA N SOO F N POO NONAMIOO N OOM IOMNMAMAMSPM, MJVI MOM NN F O FOS J S 00AOMMA0 N,- NM FOMie N FSOSSNON N,OJMON ......... MMSO N. AOAAMMOMMO SOOT 00 NOMSNANO SMJJ N ON JMSOMAJN OOPM N NFS NJ JOASA NJMAJ NMMAAMA.JJcea SA.00NSA SM..... M.AONJ..MMOAMA.MJJMOAMJJA I.4.1 A I SAM JAS AAA .4.1.15.4.1 I A AAA AA 1 A .4.1101 cA. FNP M,- a MOA N S.AF AO AM 1 N N 1 NAN 1 1 1 1 I • 1 1 1 I 1 I I I 1 I N 1 A A I A A 1 A A A A I I I A 1 A .4 1. .4 .4 1 1 1 • 1 1 1 1 t I M FOP A J J O J JONO inc 0- A 01 0'0101 ANA JNA O Sma F.N ,-SAAA OJ OP ,- MN In ON N.0 Nem amroNIMM101M.OYI ON F NF N NN Niaa N,- SO S NJ MN O NM Fi N inc O NA ,n Fan N N a., MO OOOm N NMMMOSS N N N S OTJN N SAMIM,-O.OIYA 0MwA 0OSJO J OJAa.1Oc NNMONM.AJM.OMNNJ,- N OAS N OMIAMSOAOANA NJ.M cina ma-min M NA F. NM JO JSJN N N FS F. AA N In J NO NOOS NMNN N O. J O H N NSN i O In N JO J S N SFMAA SJN,- NN NSOF Smm S0. -ma- 11Y 01n 0 A 0 A N F 1n NN N Na S . N O. JS N . S to ..J N A ,- S.O NN . .2 N . U NAOMJF IYNN ,-M JM NJA NAF JJNA M JOA A NS In.ASO F AO F N AO FFFF J O M NS MI OSO AJ FO F O O ON A SNN O Fp JA N .O.JS OJO ..OS H 1111 1 1 A AAAA A 1 1 S AM' NAS NN 1 I I N N N I nan) N NN N I N NN P N MO . A0N M M FN .4 A B A MNOAF A 1. 1 AAS M I NS AMM. N. 1 A AAAAA N A t A I A AA 1 1 1 1 1 1 1 011.4 A 01 1 A I A A I ABA A A 1 A A 0,0 A t I • 1 1 1 1 1 1 1 1 mmainaNO,- OA NMISUIJFO. OA NMSiSFO,- OANMS InaNC,- OAMMSYIJFO. OAMMISNJFO ,-OAMMISNJFO.OAMMISiaFO.OAMM =0.11NO. OAMMSN JFO.OAMMSNJFO.OANM 4 SSSSSSSNNNNNNNNNN FFFFFFFF FOOOOOOOOOO....P ,-. ,-.. 0000000000 AAAAAAAAAA NNNNNNNNNNMMMMMMMMMMSSSSSSSSSSNNNN V O C V . C . C W 0 . V 0 0 0 80 0 C 0 ` W 0 0 M 0 J W W 0 0 0 0 J X - X 0 I• X J J X X Y N M A A N N J O . A A A A A A n 154 20 KBR 155 156 157 158 159 160 161 162 21 KB! 163 164 165 166 167 166 169 170 23 HEIR 171 172 173 174 175 176 177 178 24 XBR 179 160 25 XBR •381 182 26 HNG 163 184 27 HNG 185 186 28 HNG 167 168 29 HNG 169 110 30 HNG 191 112 31 HNG 193 144 32 AXBR 195. 196 33 AX8R 197 198 34 . AXBR 199 200 35 ABR 201 202 36 ABR 203 204 37 ARM 205 206 60 ARM 207 208 38 ARM 209 210 39 ARM 211 212 40 ARM 213 214 41 ARM 215 216 42 ARM 217 216 44 HBR 219 220 221 222 223 224 225 226 43 NOR 227 226 229 230 45 HNG 231 232 46 HNG 233 234 47 ABR 235 236 48 ABR 237 238 49 ARM 239 240 SO ARM 241 242 51 TOR 243 244 52 DUM 245 246 247 248 249 250 251 252 253 254 255 256 257 256 53 TOR 259 260 54 KOR 261 262 263 264 265 15.330 -5.415 9.306 -8.124 6.018 13.661 -5.542 -0.462 - 11.027 6.232 - 10.279 7.153 -5.418 - 13.985 5.317 0.256 10.804 0.682 -0.564 -0.662 0.405 -0.262 -0.069 -0.168 -0.090 2.682 -0.000 -2.372 -0.000 3.070 4.598 -0.000 9.974 -0.796 8.466 7.762 7.783 0.941 6.711 7.782 7.782 7.643 -0.000 1.260 -1.753 2.863 -0.000 -0.271 2.129 17.965 -6.901 - 36.771 21.731 - 16.786 5.658 1.254 -0.103 - 11.420 - 11.421 4.687 -3.536 - 11.421 - 11.421 3.136 -1.965 0.066 -0.045 -0.516 0.400 -0.331 0.176 -0.293 0.178 -0.000 10.124 -8.052 7.667 5.556 5.558 5.558 5.556 3.035 3.036 3.036 3.036 1.560 -6.449 6.883 - 13.011 -0.056 -0.056 0.161 -0.183 -0.197 0.196 -0.153 -0.153 0.362 -0.384 -0.385 0.363 0.604 -0.607 -0.607 0.605 -0.106 -0.106 - 11.782 6.729 -3.391 4.356 9.095 Commonwealth Associates, Inc. 9.312 -0.926 2.513 -2.983 - 0.124 8.214 0.603 - 6.608 -5.782 1.742 - 3.464 2.012 0.645 -8.517 -0.828 6.383 5.558 0.687 -0.589 -0.657 0.400 -0.257 -0.094 -0.163 -0.094 0.612 0.000 -0.000 -0.000 - 4.129 11.797 -0.000 9.974 3.349 4.311 7.762 7.783 4.375 3.293 7.782 7.783 2.152 -2.840 0.270 -0.862 2.276 2.123 -0.423 2.034 18.169 -7.196 - 36.771 21.731 - 23.292 15.021 - 16.770 19.921 - 11.420 - 11.422 1.006 0.145 - 11.420 - 11.421 0.095 1.055 0.267 -0.245 -0.315 0.200 -0.131 -0.023 -0.093 -0.023 -0.000 9.441 -0.000 8.555 5.557 5.559 5.558 5.558 3.035 3.036 3.035 3.036 0.040 -5.103 13.983 - 13.693 -0.056 -0.056 0.186 -0.169 -0.191 0.189 -0.153 -0.153 0.382 -0.384 -0.385 0.363 0.604 -0.606 -0.607 0.605 -0.106 -0.106 -5.556 2.937 2.145 -0.124 4.442 21.854 - 12.161 16.713 - 15.605 12.690 16.611 - 14.866 8.751 - 16.500 12.979 - 17.667 14.636 - 12.172 - 19.116 14.663 -8.987 16.278 0.738 -0.640 -0.607 0.349 -0.206 -0.345 -0.112 -0.145 3.174 -0.000 -0.000 -0.000 3.557 4.111 -0.000 9.974 -1.672 9.340 7.779 7.786 - 3.016 10.666 7.763 7.782 10.948 -0.000 13.997 -0.000 3.894 -0.436 -4.420 - 1.912 16.902 -6.464 - 38.771 21.731 - 17.511 4.966 0.621 0.329 - 46.311 23.469 5.462 -4.312 - 11.421 - 11.420 6.657 -5.507 0.395 -0.373 -0.167 0.072 -0.003 -0.151 0.035 -0.151 -0.000 9.450 -9.004 7.484 5.556 5.560 5.556 5.558 3.034 3.037 3.036 3.035 - 16.654 3.733 8.162 - 14.037 -0.056 -0.056 0.191 -0.193 -0.167 0.185 -0.153 -0.153 0.383 -0.365 -0.364 0.382 0.604 -0.607 -0.607 0.604 -0.106 -0.106 - 18.519 12.768 -1.352 11.171 13.695 3.648 0.662 3.953 -2.772 -0.060 3.625 -4.252 -1.775 -0.979 0.154 -4.924 1.600 0.581 -3.927 4.027 1.549 0.754 0.689 -0.590 -0.656 0.399 -0.256 -0.096 -0.162 -0.096 0.394 0.000 -2.327 -0.000 3.849 3.819 4.991 4.983 -3.877 11.545 7.779 7.766 4.297 3.371 7.762 7.763 -0.621 -0.064 2.622 -3.210 3.216 -0.331 -0.420 1.981 18.011 -6.886 -8.523 -8.516 -3.066 -3.253 0.562 0.588 - 46.310 23.469 - 18.995 20.145 - 11.421 - 11.421 0.164 0.966 0.076 -0.054 -0.506 0.391 -0.321 0.168 -0.284 0.166 -0.000 10.109 -6.314 5.908 5.556 5.561 5.556 5.558 3.034 3.037 3.035 3.036 - 22.407 17.523 3.243 -9.372 -0.056 -0.056 0.162 -0.183 -0.197 0.195 -0.153 -0.153 0.362 -0.384 -0.385 0.383 0.604 -0.607 -0.607 0.604 -0.106 -0.106 -7.093 1.276 2.063 -0.332 0.150 15.693 - 11.700 16.330 - 15.371 12.072 14.337 - 19.669 14.361 - 12.279 12.518 - 17.304 14.410 - 31.553 - 14.640 19.446 - 14.589 12.056 0.796 -0.697 -0.549 0.291 -0.148 -0.203 -0.054 -0.203 0.575 0.000 4.864 -0.000 4.116 3.550 4.727 5.248 3.245 4.423 7.771 7.766 -0.371 6.040 7.780 7.785 1.440 -1.964 14.006 -0.000 12.552 -0.000 -4.500 0.022 17.490 -0.000 -8.277 -8.762 -2.695 -3.378 0.323 0.827 - 46.310 23.469 1.098 0.053 - 46.311 23.470 4.308 -3.158 -0.127 0.149 -0.709 0.594 -0.524 0.371 -0.487 0.371 -0.000 14.469 -3.990 0.769 5.555 5.561 5.556 5.560 3.034 3.037 3.035 3.037 - 19.379 6.416 - 11.161 1.175 -0.056 -0.056 0.175 -0.177 -0.203 0.202 -0.153 -0.153 0.385 -0.367 -0.362 0.380 0.606 -0.606 -0.606 0.603 -0.106 -0.106 - 18.284 12.451 -8.669 11.102 10.063 -2.149 0.867 4.101 -2.973 -0.318 -1.215 -9.071 2.194 3.665 -0.051 -5.073 2.002 0.839 0.914 8.855 -3.221 -3.690 0.684 -0.585 -0.661 0.403 -0.260 -0.011 -0.166 -0.091 0.468 0.515 -0.698 -0.000 3.824 3.644 5.003 4.971 3.882 3.766 7.782 7.783 - 3.906 11.574 7.779 7.785 -0.476 -0.200 -0.480 -0.125 5.346 -2.265 - 0.460 1.975 18.361 -6.812 -8.535 -8.504 -3.112 -3.148 0.584 0.566 - 11.420 - 11.421 0.533 0.618 - 46.311 23.469 - 18.968 20.119 -0.053 0.075 -0.636 0.520 -0.451 0.298 -0.413 0.297 -0.000 9.721 0.218 -1.401 5.556 5.556 5.556 5.560 3.035 3.036 3.034 3.037 -2.318 -2.560 - 19.108 13.125 -0.056 -0.056 0.178 -0.179 -0.201 0.199 -0.153 -0.153 0.362 -0.384 -0.365 0.363 0.604 -0.607 -0.607 0.604 -0.106 -0.106 -7.247 1.057 2.336 -0.323 -3.954 Page 10/18 ' *: 5 .':-1i1.15 417 -3'. SS - LEG 264 -161.13.9 -175.911 -1 36 7 -112. -153.251 26 10.535 14383 27.233 . 2?) , 136.202 150.420 142.828 135• 1 • 126. 510 111.171 51 HB , [ 7 7 1 -4: 7 -56.548 -65.267 -73.601 1.709 4.981 1.160 9.5713 2 . 7 -1.151 -7.131 -1.657 275 0.111 - 2.341 271 - 1.261 0.617 065 0.655 - 4.442 0.753 • ' , 277 -4.640 -2.447 .436 -2.871 3.271 -0.11.6 • 1'331 -6.623 -0.556 -4 941 260 5.701 3.532 7.731 1.621 5.760 -0.353 57 TB6 281 - 0.231 0.236 -0.236 -0.236 -0.236 -0.23 56 IC91 283 -43:238 • . -18.917 -6.697. • -18.840 ' -11.168 • ..•.,2264. • 11.612 '7:064 • 17.341 7.071 17.264 , • 240.. -10.460 -1.737 -15.119 -2.452 -11.393 0.842 • SI LEG 241 '-174.320 -168•014 -162.271 -176.776 -171.790 -165.416 • 212 21.111 15.430 21.226 27.215 33.83.1 38.162 .293' ' 135.260 144.524 143.731 137.644 131.3.43 125.477 IL XBR 11 75 2:g1 , 1 . - !: • 1 1 1.3 -11 -6 017 2 -75.•"3 216 0 127 0 120 - 0.046• - 0.116 0 039 0 125 C.8110 iNSULAfOR'RESULTS'• • ", „ LC RE SULTANT NO. P06CC USAGE : **. (LBS) , (pet) 5 9031. 31 1 4031, ., 3.6 2 A9615 3.7.7 3 : 39665 9 8129 7.2 , 4 19865 • 17.7 `. 6 6129 7.2 7.2 3 8129 7.2 4 6129 5 19865 17.7 6 11665 17.7 1 938 0.8 • 2 936 0.6 3 936 0.6 4 936 5 936 0.6 • 6 136 0.6 I 1 1422 2 1422 3 1422 1.3 4 1422 1.3 5. 1422 1.3 6 1422 1.3 10 1 234 0.2 2 234 0.2 3 234 0.2 4 234 0.2 5 234 0.2 6 234 0.2 11 1 234 0.2 2 234 0.2 3 234 0.2 4 234 0.2 5 234 0.2 6 234 0.2 12 1 234 0.2 2 234 •0.2 3 234 0.2 4 234 0.2 Commonwealth Associates, Inc. • .P191 11/16 • 2 273 0.2 ".. . 18. 2 5 703 0.6 21 1. . 1093 1.0 3 . 1093 ' 1.0 ' 6 1093 1.0 CLAMP 1 CLAMP 2 CLAMP 3 CLAMP 4 CLAMP 5 CLAMP 6 CLAMP 7 CLAMP 6 CLAMP 9 CLAMP 10 CLAMP 11 0.2 1 CLAMP 12 0.2 1 CLAMP 13 0.2 1 CLAMP 14 0.2 1 CLAMP 15 0.2 1 CLAMP 16 0.2 1 CLAMP 17 0.2 1 CLAMP 16 0.2 1 CLAMP 19 0.3 1 CLAMP 20 0.6 1 CLAMP 21 1.0 1 CLAMP 22 0.6 1 1.1 • 1 17.7 2 17.7 1 17.7 4 . 17.7 3 17.7 6 17.7 5 0.8 1 1.3 1 0.2 1 1 LEG -6.14 1 S 2 HBR -2.13 6 El 3 XBR -8.35 1 4 XBR -23.44 1 8 5 XBR -21.71 1 8 6 XBR -23.21 3 T 7 TIE 0.00 1 S 6 ABM -1.94 3 T 9 LEG -60.15 2 T 10 006 -43.75 3 T 11 XBR -39.03 3 T 12 TIE 0.00 1 S Comaonwealth Associate*, Inc. • ", 3 664 0.6 4 664 0.6 5 664 0.6 6 669f 0.6 see INSULATOR SUMMARY FOR ALL LOAD CASES INSUL INSUL MAX LC TYPE NO. USAGE NO (pct) ass MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES *** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE CIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES GROUP -4 +-- MAXIMUM FORCES --+ 4-MEMBER SIZE t MATERIAL-. DATA FOR COMPRESSION CAPACITY ---+ CONNECTION CAP. MAX. BRACING RATIOS BOLTS NET LABEL DESC. CORP. LC TENS. LC TIP 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) (Pt) (kip) (%) (kip) (kip) (kip) (X) 9.53 1 S SAE 3.50 X 3.50 00.3125 5.36 1 S SAE 2.50 X 2.50 00.1875 7.79 2 I SAU 2.50 X 2.00 00.3125 21.72 1 8 8AU 2.50 X 2.00 X0.3125 24.20 1 8 IIAU 2.50 X 2.00 X0.3125 20.27 1 8 atil 2.50 X 2.00 X0.3125 5.34 5 M SAE 2.50 X 2.50 00.1675 1.63 5 M SAU 3.00 X 2.00 00.1875 45.41 2 T SAE 5.00 X 5.00 00.3125 36.69 3 T SAE 3.50 0 3.50 10.2500 44.27 3 T SAE 3.50 X 3.50 00.2500 4.64 3 T SAE 2.50 X 2.50 00.1675 45.0 9.1 1.00 1.00 1.00 6 156 29.16 21 6 79.56 141.33 71.20 45.0 8.2 1.00 1.00 1.00 6 196 9.16 23 3 39.76 42.40 30.36 . 45.0 10.2 0.50 0.75 0.50 5 158 16.95 49 2 26.52 47.11 42.77 45.0 10,2 0,50 0,75 0.50 5 158 16.95 138 2 26.52 47.11 42.77 45.0 10.2 0.50 0.75 0.50 5 150 16.97 128 2 26.52 47.11 42.77 45.0 10,2 0.50 0.75 0.50 5 150 16,95 137 2' 26.52 47.11 42.77 45.0 6.2 1.00 1.00 1.00 6 198 9.16 0 2 26.52 26.27 30.36 45.0 8.2 1.00 1.00 1.00 6 223 7.66 25 2 26.52 26.27 30,26 45.0 6.2 1.00 1.00 1.00 1 74 99.17 60 6 106.06 156.44 96.36 45.0 10.2 0.75 0.50 0.50 2 68 48.31 91 4 53.04 75.37 57.17 45.0 10.2 0.75 0.50 0.50 2 88 48.33 81 4 53.04 75.37 57.67 45.0 8.2 1.00 1.00 1.00 6 198 9.16 0 2 26.52 28.27 30.36 14 16 31 ' 88 NO 91 NO 88 NG 20 7 57 63 16 Page 12/16 • • .5.5U WWWWWW WWW1p N N IV NIV tot.. 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J J J O OI L O O W P 0 0 0 0 0 0 0 0 0 0 o N W In W iW 0 0 0 0 0 0 0 0 0 W O O N 0 0 0 0 0 1r 0 J O O J N Ir Ir 00000 WJ0 00 0 0000000 0 WOWOW OO 0000000 WOO 000000i_i 00111 ▪ 000 M O O O M O O O M O ........ 0 0 0 0 0 0 M Y 0 0 0 0 O 0 0 Y 0 O M M M O M M 0 0 0 M M 0 KM 1 in o NNNOWW 0 00WWNWOO 00000 to Otn0JJNOOM O r O o O O o O O o 0 O W W O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O O 0 0 o W 0 O W O W O O 0 O O 0 O 0 0 O O O O 0 0 0 O 0 0 0 0 0 O 0 O P m 0 O O 0 m: A 0001-' OOOMOOOMO YL�YMMIA OOOOOOY ►.000OOOOOOOOYYOMMOOOMYO r in In NO N t N OWWIn O N 000000001 WNW10.5001n NI0{r N in i WNN i OOM OO NWiOOM 0 0 0 0 0 0 0 0 W W 0 0 0 0 0 O 0 0 0 0 0 0 W O W O W 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 O o M J 0 0 0 0 W NM roe P 01 M L P P W L N M l m 01 .. N W N W N W P P N N N P P P P P P L L P M N P P N N M Y M M 1M M H.W. CP MMM MN W mm_MYMMYM M M MIVNrMMMMWNo1N ..... M: MNW01NIY_PNJ 000-0-0)JPJN0 0IV -0N Ip1VtIVWPW P tP t IVPWii_ LN P Vt Irb A W J P N L ..... L W W M N L L W W-0 b M O in Y O M O W W L . L L O M O M 111 M s L N r P M N-0 P C N W P b • ry N NW t&NMWWM MM MW N ►N►tu. N N JIONtWNJPWL in MWmOPM1nMJLOMm mJ_Ll -0 -0bW PWtWJJNIniiLilll lO POMW MN J N Y J b X L H J Y M m O J M O b 1V b ►IV m m l P P J M L N S N l N ...... J J J P J O O J l 1Y i l J J J P J W V J P P► N IV P V.-0 J VIM ►► O O O ............ O O O P J b J M J W(V J b L V M N C N J M M m Z A O M M MN M M M M N M J J M K J I W ON -0 P O P O P J-0 N S P in P 0 P N P-0 P J o 0 J1n J P P P O W Y M M W P N VIW M o 0 0 0 0 J 0 J J J J P 0 L-0 L W P o tV O M O J -0 O b J 0 t J O C L L to t N M M N NM KW M NMNOM t LOM MMMNN tVMWWL IUW► W► Wl tIOMto t. NLIVW 111YM l tV IVNMW Win P tVL .01 N N N W N Ms N N NPMMN P mu H M NNM N W WNIOWW VIWNMMIV NM s-WMMM 0-0000.5.5 P L JN Cm P P P 0110 P P W N P W W W m m P P -0 J W P J I W-0 W-0 W P P P P P L W P w W o P-0 P W W W ..... C P l M W r in Y11n VImmmo N 01 N N N VI V1 n In_J OJ01n N N NNOmo 1n J In IV tOJNmm JJ WJJO N t to NONtV.OM PmPNN tY W00.510..... LN to tV tV N L tV L t o NP PLM tV NN owOPtL W J J P M -0-0 NY tV tUNWNiW -0 Wi_iW Wt tV NIO N Ni_i_NJN 1010m0.1KmJ to 1m0IMMitOWWWio Y VWJ 141 bPPJWPJtWJSNLJJPbPPPPPNPI0PM PPbPPinPNbPPLLr -0JJJPPJ -0IVin H I Ntmm_ Inrm. PMWM.. MMHtitiWNWNWMMMXIMWNWtirM MiMPPPiOJPJW A• J J J C in W M N-0 W J W C 0 J J W W W J W J W J W J J J J J J J J J J W J W W WtV J-0 J W W J J P J N MN M NW W Wt►Jt_OLNW WN►►to tV W Wt W.N. VILNW W tVMMIn tV torn W to tMWJ N to N in NJJO to OW NMNPOCPOJ01/V MMNt_ -0LOMMW MMYOO IO IV NOMOt L.VIVO ttO -0i t►J1ntJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . 10 . . . . O . . - . . t . . . . . . . P1nmPNWV OO J M1 nmmlrin -0J -0 Ir 410MWP0PCP_0 iO- in0JPWP P L J J N o t N ...... J J J V J J P J C y C J J o b t P J -0 ..... O-0 J N Y N J M J N N N N W J m t W M P J 0 a w L M Y In i O N_ N J J S r P f l i r W W P J J PIO 0 J IO J J Y M W O Y N M P J O M O O M ► W W L L N N M J k' J O W Y' J P N ...... t N J N W P W L N O m s N N s 0 0 00 0 O 0 42 112 0.000 0.285 -0.528 .0.000 -0.284 0.528 0.184086 0.246375 0.034341 43 113 0.000 0.285 -0.528 0.000 -0.264 0.528 0.136004 0.244860 - 0.013803 44 125 0.000 0.479 -0.792 0.000 -0.479 0.792 0.110957 0.250270 - 0.047757 45 121 0.000 0.298 -0.578 0.000 -0.296 0.578 0.150495 0.249202 - 0.002365 46 122 0.000 0.298 -0.578 0.000 -0.298 0.578 0.151076 0.210042 0.031763 47 123 0.000 0.304 -0.582 0.000 -0.304 0.582 0.112944 0.210825 - 0.013788 48 155 0.000 0.557 -0.955 0.000 -0.557 0.955 0.091367 0.211015 - 0.043870 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.119461 0.209670 - 0.002197 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.121619 0.178494 0.028535 51 153 0.000 0.382 -0.745 0.000 -0.382 0.745 0.085744 0.175952 - 0.013511 52 215 0.000 0.944 -1.579 -0.000 -0.944 1.579 - 0.004997 0.039319 - 0.038767 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.015077 0.039283 0.003189 54 212 0.000 0.494 -1.039 0.000 -0.444 1.039 0.015171 0.019181 0.029233 55 213 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.004869 0.019087 - 0.012331 56 175 0.000 0.518 -0.881 0.000 -0.518 0.881 0.060290 0.146231 - 0.037185 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.067510 0.136032 - 0.000777 56 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.076931 0.118141 0.024743 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.036924 0.110686 - 0.011784 60 165 0.000 0.508 -0.867 0.000 -0.508 0.867 0.021841 0.110796 - 0.044507 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.064664 0.121631 0.000760 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.052246 0.087339 0.029951 63 163 0.000 0.333 -0.657 0.000 -0.333 0.657 0.047446 0.094512 - 0.015184 64 20S 0.000 0.751 -1.177 0.000 -0.751 1.177 0.032157 0.086675 - 0.035515 65 201 0.000 0.501 -0.877 0.000 -0.501 0.877 0.022353 0.064524 0.001927 66 202 0.000 0.501 -0.877 0.000 -0.501 0.877 0.047895 0.059034 0.025979 67 203 0.000 0.501 -0.877 -0.000 -0.501 0.877 - 0.008197 0.044761 - 0.011139 66 195 0.000 0.398 -0.693 0.000 -0.398 0.693 0.021158 0.093098 - 0.042327 69 191 0.000 0.223 -0.483 0.000 -0.223 0.483 0.045015 0.093091 0.001633 70 192 0.000 0.223 -0.483 0.000 -0.223 0.483 0.045050 0.068755 0.029862 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.021204 0.068720 - 0.013694 72 22S 0.000 0.189 -0.330 0.000 -0.189 0.330 0.033089 0.093078 - 0.029093 73 22Y 0.000 0.189 -0.330 0.000 -0.169 0.330 0.033131 0.068601 0.013767 74 23S 0.000 0.268 -0.330 0.000 -0.268 0.330 0.021257 0.090988 - 0.043943 75 23X 0.000 0.268 -0.330 0.000 -0.268 0.330 0.044962 0.091030 0.023989 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.005065 0.039070 - 0.012803 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.005142 0.018940 0.005118 78 255 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.004902 0.059383 - 0.011047 79 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.015110 0.059460 0.005145 80 285 0.000 1.736 -2.926 -0.000 -1.736 2.926 - 0.009100 0.011283 - 0.026389 81 281 0.000 1.036 -2.086 0.000 -1.036 2.086 0.001636 0.010911 0.003300 82 262 0.000 1.036 -2.086 0.000 -1.036 2.086 0.002147 0.000085 0.021935 83 263 0.000 1.036 -2.086 -0.000 -1.036 2.066 - 0.009282 - 0.000105 - 0.009459 84 29S 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003363 0.010156 - 0.000979 85 24Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003237 0.000114 0.000160 86 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.008310 0.067543 0.011263 87 30X 0.000 0.856 -1.379 0.000 -0.856 1.379 0.001710 0.067668 - 0.012062 see LOAD CASE NO. 2 2 TL&TR LONGIT LOAD PITH NESC MEDIUM INTACT - Number of iterations in SAPS • 4 see 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 IP 0.000 4.053 -1.258 0.000 -4.053 1.256 0.459790 0.531314 - 0.010043 2 2P 0.000 0.202 -0.299 0.000 - 0.202 0.299 0.404461 0.490545 - 0.065481 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.420568 0.489902 - 0.009181 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.421217 0.472569 0.046377 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.404445 0.474095 - 0.010676 6 3P 18.125 7.474 -3.532 - 18.125 -7.474 3.532 0.357509 0.438622 - 0.122600 7 4P 16.125 7.469 -3.646 - 16.125 -7.489 3.646 0.456214 0.441990 0.129721 8 8P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.215082 0.309374 - 0.116389 9 9P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.265891 0.313546 0.088737 10 13P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.115266 0.192989 - 0.105133 11 14P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.144575 0.197312 0.075937 12 16P 0.000 0.560 -0.947 0.000 -0.560 0.947 0.090455 0.154323 - 0.042935 13 161 0.000 0.385 -0.737 0.000 -0.385 0.737 0.104409 0.163547 - 0.005606 14 162 0.000 0.385 -0.737 0.000 -0.385 0.737 0.101462 0.151504 0.026859 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.103278 0.154171 - 0.010416 16 26P 0.000 0.036 -0.088 0.000 -0.036 0.088 0.226772 0.338389 0.040301 17 26Y 0.000 0.036 -0.088 0.000 -0.036 0.068 0.229523 0.310571 0.066266 18 27P 0.000 0.036 -0.086 0.000 -0.036 0.086 0.085698 0.225199 0.037232 19 27Y 0.000 0.036 -0.088 0.000 -0.036 0.088 0.088449 0.188432 0.057268 20 31P 0.000 0.425 -0.510 30.211 35.222 - 185.710 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.623 6.463 22.664 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 23.819 26.514 145.466 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 13.157 12.700 - 62.062 0.000000 0.000000 0.000000 24 SS 0.000 0.262 -0.434 0.000 -0.262 0.434 0.361646 0.445896 - 0.065571 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.378374 0.450055 - 0.009387 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.377897 0.426139 0.046625 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.361644 0.431074 - 0.009953 28 6S 0.000 0.620 -1.126 0.000 -0.620 1.126 0.317133 0.404011 - 0.064660 29 61 0.000 0.191 -0.292 0.000 -0.191 0.292 0.331600 0.400820 - 0.009111 30 62 0.000 0.191 -0.292 0.000 -0.191 0.292 0.331436 0.387426 0.045687 31 63 0.000 0.749 -1.600 0.000 -0.749 1.600 0.316668 0.364723 - 0.009656 32 7S 0.000 0.351 -0.526 0.000 -0.361 0.526 0.274405 0.358579 - 0.061806 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.285337 0.357161 - 0.006382 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.287726 0.343408 0.043516 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.272518 0.343945 - 0.009719 36 3.05 0.000 0.459 -0.732 0.000 -0.459 0.732 0.232623 0.315476 - 0.057583 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.244650 0.315466 - 0.007309 38 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.244014 0.303871 0.040117 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.232756 0.302874 - 0.009987 40 115 0.000 0.435 -0.708 0.000 -0.434 0.706 0.197070 0.275234 - 0.055065 41 111 0.000 0.285 -0.528 0.000 -0.284 0.528 0.204958 0.273169 - 0.006784 42 112 0.000 0.285 -0.526 0.000 -0.284 0.528 0.206504 0.264499 0.038007 43 113 0.000 0.265 -0.528 0.000 -0.284 0.528 0.193934 0.262785 - 0.010163 44 12S 0.000 0.479 -0.792 0.000 -0.479 0.792 0.159641 0.235212 - 0.051843 45 121 0.000 0.298 -0.576 0.000 -0.298 0.576 0.169193 0.234152 - 0.006286 46 122 0.000 0.298 -0.576 0.000 -0.298 0.576 0.169711 0.225418 0.035156 47 123 0.000 0.304 -0.582 0.000 -0.304 0.582 0.161670 0.225866 - 0.010288 46 155 0.000 0.557 -0.955 0.000 -0.557 0.955 0.131489 0.196879 - 0.047672 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.134812 0.196147 - 0.005743 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.137063 0.191501 0.031576 51 153 0.000 0.382 -0.745 0.000 -0.382 0.745 0.125808 0.188826 - 0.010268 52 21S 0.000 0.944 -1.579 0.000 -0.944 1.579 0.005115 0.031770 - 0.042016 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.010105 0.031734 - 0.000115 54 212 0.000 0.494 -1.039 0.000 -0.444 1.039 0.010198 0.026730 0.032483 55 213 0.000 0.494 -1.039 0.000 -0.494 1.039 0.005243 0.026636 - 0.009253 56 17S 0.000 0.518 -0.861 0.000 -0.516 0.861 0.087273 0.140129 - 0.039617 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.075532 0.121438 - 0.003172 58 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.066702 0.129381 0.027576 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.063163 0.120229 - 0.006842 Commonwealth Associates. Inc. Page 14/16 60 185 0.000 0.508 -0.867 0.000 -0.506 0.667 0.044073 0.096605 - 0.048669 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.069064 0.116439 - 0.003405 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.056947 0.096153 0.033277 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.070498 0.105237 - 0.011962 64 205 0.000 0.751 -1.177 0.000 -0.751 1.177 0.048670 0.082423 - 0.036049 65 201 0.000 0.501 -0.877 0.000 -0.501 0.877 0.021328 0.050809 - 0.000766 66 202 0.000 0.501 -0.877 0.000 -0.501 0.877 0.046623 0.070107 0.028943 67 203 0.000 0.501 -0.677 0.000 -0.501 0.877 0.007680 0.051696 - 0.006294 66 195 0.000 0.396 -0.693 0.000 -0.398 0.693 0.040399 0.083834 - 0.045747 69 191 0.000 0.223 -0.483 0.000 -0.223 0.483 0.046127 0.083627 - 0.001955 70 192 0.000 0.223 -0.483 0.000 -0.223 0.483 0.046161 0.078050 0.033251 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.040444 0.078015 - 0.010490 72 225 0.000 0.169 -0.330 0.000 -0.189 0.330 0.043265 0.083754 - 0.037649 73 22Y 0.000 0.189 -0.330 0.000 -0.189 0.330 0.043307 0.077956 0.018633 74 23S 0.000 0.268 -0.330 0.000 -0.266 0.330 0.040436 0.091004 - 0.044454 75 23% 0.000 0.268 -0.330 0.000 -0.268 0.330 0.046134 0.091046 0.023741 76 245 0.000 0.467 -0.620 0.000 -0.467 0.620 0.007635 0.031520 - 0.013826 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.007712 0.026491 0.007345 78 25S 0.000 0.542 -0.620 0.000 -0.542 0.620 0.005208 0.059383 - 0.010969 79 25X 0.000 0.542 -0.620 0.000 -0.542 0.620 0.010139 0.059460 0.005135 80 285 0.000 1.736 -2.926 -0.000 -1.736 2.926 - 0.005267 0.007106 - 0.030709 Al 281 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.002755 0.006910 0.000876 62 262 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.002258 0.004209 0.024338 83 283 0.000 1.036 -2.086 -0.000 -1.036 2.066 - 0.005443 0.003950 - 0.007161 84 29S 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003617 0.006459 - 0.001023 85 29Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003491 0.003811 0.000204 86 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.004842 0.067543 0.011263 67 30X 0.000 0.656 -1.379 -0.000 -0.856 1.379 - 0.002266 0.067668 - 0.012082 •ss LOAD CASE NO. 3 3 TLt1L LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS • 4 ems JOINT LOADS AND BERBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) NO. LABEL 8 -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 36 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 66 69 70 71 72 73 74 75 76 77 1P 2P 21 22 23 3P 4P 6P 9P 13P 14P 16P 161 162 163 26P 260 27P 27Y 31P 311 312 313 55 51 52 53 6S 61 62 63 7S 71 72 73 10S 101 102 103 115 111 112 113 12S 121 122 123 15S 151 152 153 21S 211 212 213 175 171 172 173 165 181 182 183 20S 201 202 203 19I 191 192 193 22S 22Y 23S 23X 24S 24Y 0.000 0.000 0.000 0.000 0.000 0.000 16.125 0.000 18.125 0.000 0.000 0.000 0.000 0.000 0.000 0.00o 0.000 0.00o 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00o 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.053 0.202 0.207 0.207 0.202 7.474 7.489 7.474 7.466 7.474 7.468 0.560 0.365 0.385 0.365 0.036 0.036 0.036 0.036 0.425 0.000 0.000 0.000 0.262 0.265 0.265 0.262 0.620 0.191 0.191 0.749 0.361 0.205 0.205 0.211 0.459 0.319 0.319 0.309 0.435 0.265 0.285 0.285 0.479 0.298 0.298 0.304 0.557 0.393 0.393 0.382 0.944 0.494 0.494 0.494 0.518 0.343 0.343 0.343 0.508 0.333 0.333 0.333 0.751 0.501 0.501 0.501 0.396 0.223 0.223 0.223 0.189 0.169 0.268 0.268 0.467 0.467 -1.258 -0.299 -0.325 -0.325 -0.299 -3.532 -3.646 -3.532 -3.624 -3.532 -3.624 -0.947 -0.737 -0.737 -0.737 -0.088 -0.066 -0.088 -0.086 -0.510 -0.000 -0.000 -0.000 -0.434 -0.465 -0.465 -0.434 -1.126 -0.292 -0.292 -1.600 -0.526 -0.342 -0.342 -0.346 -0.732 -0.597 -0.597 -0.552 -0.706 -0.528 -0.528 -0.528 -0.792 -0.578 -0.578 -0.562 -0.955 -0.790 -0.790 -0.745 -1.579 -1.039 -1.039 -1.039 -0.681 -0.671 -0.671 -0.671 -0.867 -0.657 -0.657 -0.657 -1.177 -0.677 -0.877 -0.677 -0.693 -0.483 -0.483 -0.483 -0.330 -0.330 -0.330 -0.330 -0.620 -0.620 0.000 0.000 0.000 0.000 0.000 0.000 - 18.125 0.000 - 16.125 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 26.483 -0.896 27.547 - 16.885 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.000 0.000 0.000 0.000 -4.053 -0.202 -0.207 -0.207 -0.202 -7.474 -7.469 -7.474 -7.468 -7.474 -7.468 -0.560 - 0.385 -0.365 -0.385 0.737 -0.036 0.088 -0.036 0.088 -0.036 0.086 -0.036 0.088 38.250 - 181.720 10.688 26.658 22.108 141.493 9.673 - 66.053 -0.262 0.434 -0.265 0.465 -0.265 0.465 -0.262 0.434 -0.620 1.126 -0.191 0.292 -0.191 0.292 -0.749 1.600 -0.361 0.526 -0.205 0.342 -0.205 0.342 -0.211 0.346 -0.459 0.732 -0.319 0.597 -0.319 0.597 -0.309 0.552 -0.434 0.708 -0.284 0.528 -0.264 0.528 -0.284 0.528 -0.479 0.792 -0.296 0.576 -0.298 0.578 -0.304 0.582 -0.557 0.955 -0.392 0.790 -0.392 0.790 -0.382 0.745 -0.944 1.579 -0.494 1.039 -0.494 1.039 -0.494 1.039 -0.516 0.681 -0.343 0.671 -0.343 0.671 -0.343 0.671 -0.508 0.867 -0.333 0.657 -0.333 0.657 -0.333 0.657 -0.751 1.177 -0.501 0.877 -0.501 0.877 -0.501 0.877 -0.398 0.693 -0.223 0.483 -0.223 0.483 -0.223 0.483 -0.169 0.330 -0.189 0.330 -0.268 0.330 -0.266 0.330 -0.467 0.620 -0.467 0.620 1.256 0.299 0.325 0.325 0.299 3.532 3.646 3.532 3.624 3.532 3.624 0.947 0.737 0.737 JOINT DISPLACEMENTS (ft) X -DIR Y -DIR Z -DIR 0.368856 0.266809 0.398641 0.399294 0.268796 0.056033 0.660301 0.002715 0.510736 - 0.009855 0.266337 0.059367 0.120253 0.117306 0.072190 0.431533 0.834284 - 0.117977 - 0.115226 0.000000 0.000000 0.000000 0.000000 0.239427 0.365434 0.365766 0.240034 0.212291 0.327805 0.327511 0.211694 0.185818 0.289990 0.291834 0.183385 0.156588 0.255561 0.256174 0.157970 0.134673 0.218968 0.219603 0.130625 0.108115 0.183698 0.184790 0.110718 0.090450 0.150031 0.152052 0.084541 - 0.010103 0.029098 0.029192 - 0.009975 0.059803 0.092967 0.104165 0.035721 0.019700 0.087376 0.075197 0.046062 0.026544 0.041387 0.066753 - 0.012373 0.018332 0.065696 0.065730 0.018377 0.042016 0.042058 0.018332 0.065741 0.009523 0.009599 0.531313 0.549397 0.548360 0.414146 0.415186 0.438463 0.442187 0.309218 0.313762 0.192646 0.197644 0.160875 0.183663 0.126326 0.130660 0.237616 0.411671 0.313372 0.100605 0.000000 0.000000 0.000000 0.000000 0.505201 0.508622 0.370165 0.371155 0.459559 0.457321 0.330670 0.329510 0.411250 0.409976 0.290510 0.291377 0.363767 0.367020 0.253067 0.253816 0.316479 0.315164 0.222150 0.219894 0.269991 0.269884 0.189627 0.191137 0.227266 0.225671 0.162578 0.159636 0.048805 0.048769 0.009695 0.009601 0.158340 0.147578 0.106448 0.098611 0.121742 0.133478 0.075735 0.063479 0.098544 0.074687 0.046735 0.033069 0.104515 0.104509 0.057366 0.057334 0.104397 0.057313 0.091004 0.091046 0.046536 0.009474 - 0.009634 - 0.057290 - 0.002180 0.040156 - 0.018085 - 0.122445 0.126829 - 0.116271 0.068623 - 0.105756 0.075122 - 0.039902 - 0.002144 0.024053 - 0.012794 0.046209 0.062567 0.047183 0.046970 0.000000 0.000000 0.000000 0.000000 - 0.057396 - 0.002208 0.040072 - 0.017503 - 0.056950 - 0.002007 0.039300 - 0.016849 - 0.054995 - 0.001760 0.037520 - 0.015904 - 0.052509 - 0.001677 0.034966 - 0.014581 - 0.050730 - 0.001648 0.033309 - 0.014080 - 0.047990 - 0.001687 0.031038 - 0.013660 - 0.044312 - 0.001836 0.028101 - 0.013118 - 0.039946 0.001935 0.030473 - 0.011207 - 0.037849 - 0.001045 0.025095 - 0.011003 - 0.045566 - 0.000107 0.030717 - 0.014307 - 0.036435 0.000964 0.026972 - 0.010150 - 0.043323 0.000606 0.030662 - 0.012742 - 0.030789 0.015227 - 0.044333 0.023861 - 0.013632 0.005999 Commonwealth Associates. Inc. Page 15/14 78 255 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.010028 0.059383 - 0.010922 79 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.029151 0.059460 0.005182 80 28S 0.000 1.736 -2.126 -0.000 -1.736 2.926 - 0.012855 0.016490 - 0.029452 81 261 0.000 1.036 -2.086 0.000 -1.036 2.086 0.008251 0.016062 0.002154 82 282 0.000 1.036 -2.086 0.000 -1.036 2.086 0.008768 - 0.005061 0.023078 83 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.013011 - 0.005315 - 0.008401 64 295 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.002063 0.014838 - 0.000755 85 29Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.001937 - 0.004519 - 0.000064 66 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.011694 0.067543 0.011263 87 30X 0.000 0.856 -1.379 0.000 -0.656 1.379 0.007694 0.067668 - 0.012062 sit LOAD CASE NO. 4 4 ML&MR LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS • 4 its JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL 0 -DIR Y -DIR 2 -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR 2 -DIR 1 IP 0.000 4.053 -1.258 0.000 -4.053 1.258 0.280161 0.531086 - 0.009791 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.299 0.252120 0.467066 - 0.051210 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.261903 0.485946 0.005430 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.262516 0.476079 0.032285 5 23 0.000 0.202 -0.299 0.000 -0.202 0.291 0.252068 0.477203 - 0.024371 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.218267 0.438439 - 0.122295 7 4P 0.000 7.489 -3.646 0.000 -7.489 3.646 0.260241 0.441809 0.107555 8 8P 18.125 7.474 -3.532 - 18.125 -7.474 3.532 0.173672 0.309265 - 0.116039 9 9P 18.125 7.468 -3.624 - 18.125 -7.466 3.624 0.255108 0.313417 0.066983 10 13P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.091200 0.192630 - 0.105501 11 14P 0.000 7.466 -3.624 0.000 -7.468 3.624 0.122769 0.197584 0.075115 12 16P 0.000 0.560 -0.947 0.000 -0.560 0.947 0.076509 0.158599 - 0.036836 13 161 0.000 0.365 -0.737 0.000 -0.385 0.737 0.088867 0.160568 0.000267 14 162 0.000 0.385 -0.737 0.000 -0.365 0.737 0.085734 0.151218 0.021732 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.066669 0.153061 - 0.015687 16 26P 0.000 0.036 -0.068 0.000 -0.036 0.088 0.908647 0.146293 0.042532 17 26Y 0.000 0.036 -0.088 0.000 -0.036 0.086 0.911398 0.502404 0.066569 18 27P 0.000 0.036 -0.086 0.000 -0.036 0.088 0.052928 0.227260 0.041415 19 27Y 0.000 0.036 -0.088 0.000 -0.036 0.088 0.055679 0.166585 0.052775 20 31P 0.000 0.425 -0.510 30.249 33.882 - 177.985 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.662 7.699 30.907 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 23.761 25.097 137.244 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 13.119 14.040 - 69.787 0.000000 0.000000 0.000000 24 5S 0.000 0.262 -0.434 0.000 -0.262 0.434 0.231904 0.443249 - 0.050863 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.242139 0.443846 0.005430 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.241666 0.433986 0.032334 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.231708 0.433351 - 0.024078 28 6S 0.000 0.620 -1.126 0.000 -0.620 1.126 0.211727 0.399113 - 0.050211 29 61 0.000 0.191 -0.292 0.000 -0.191 0.292 0.221690 0.396953 0.005137 30 62 0.000 0.191 -0.292 0.000 -0.191 0.292 0.221531 0.388967 0.032164 31 63 0.000 0.749 -1.600 0.000 -0.749 1.600 0.211258 0.389364 - 0.023523 32 7S 0.000 0.361 -0.526 0.000 -0.361 0.526 0.192258 0.356261 - 0.046725 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.200043 0.355104 0.004219 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.202422 0.345212 0.031441 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.190373 0.345980 - 0.022217 36 10S 0.000 0.459 -0.732 0.000 -0.459 0.732 0.169841 0.313622 - 0.047109 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.160917 0.317999 0.002871 38 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.180297 0.301087 0.030464 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.169972 0.304510 - 0.019877 40 11S 0.000 0.435 -0.708 0.000 -0.434 0.708 0.148576 0.275954 - 0.045857 41 111 0.000 0.285 -0.528 0.000 -0.284 0.526 0.155566 0.273176 0.002269 42 112 0.000 0.285 -0.526 0.000 -0.284 0.528 0.157063 0.264414 0.029479 43 113 0.000 0.265 -0.528 0.000 -0.284 0.528 0.145451 0.261776 - 0.018812 44 12S 0.000 0.479 -0.792 0.000 -0.479 0.792 0.123675 0.235276 - 0.043700 45 121 0.000 0.298 -0.578 0.000 -0.298 0.576 0.132375 0.234708 0.001715 46 122 0.000 0.298 -0.578 0.000 -0.298 0.578 0.132975 0.224539 0.027682 47 123 0.000 0.304 -0.582 0.000 -0.304 0.582 0.125683 0.225622 - 0.017847 48 15S 0.000 0.557 -0.955 0.000 -0.557 0.955 0.106345 0.198112 - 0.040660 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.109066 0.197479 0.001081 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.111220 0.190667 0.025256 51 153 0.000 0.382 -0.745 0.000 -0.382 0.745 0.100714 0.188857 - 0.016723 52 21S 0.000 0.944 -1.579 0.000 -0.944 1.579 0.008690 0.031769 - 0.038003 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.013881 0.031733 0.003985 54 212 0.000 0.494 -1.039 0.000 -0.494 1.039 0.013975 0.026731 0.028436 55 213 0.000 0.494 -1.039 0.000 -0.494 1.039 0.009018 0.026637 - 0.013117 56 17S 0.000 0.518 -0.881 0.000 -0.518 0.881 0.077663 0.135623 - 0.035392 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.065154 0.126909 0.001052 56 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.076570 0.127260 0.022914 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.054281 0.121296 - 0.013575 60 18S 0.000 0.508 -0.667 0.000 -0.508 0.667 0.038895 0.101914 - 0.042891 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.062979 0.111747 0.002405 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.050567 0.097228 0.028303 63 163 0.000 0.333 -0.657 0.000 -0.333 0.657 0.064517 0.103472 - 0.016805 64 20S 0.000 0.751 -1.177 0.000 -0.751 1.177 0.048567 0.077056 - 0.034580 65 201 0.000 0.501 -0.677 0.000 -0.501 0.677 0.021030 0.056361 0.002860 66 202 0.000 0.501 -0.877 0.000 -0.501 0.677 0.046569 0.067194 0.025027 67 203 0.000 0.501 -0.877 0.000 -0.501 0.877 0.008220 0.054385 - 0.012073 68 19S 0.000 0.398 -0.693 0.000 -0.398 0.693 0.038184 0.083921 - 0.040977 69 191 0.000 0.223 -0.483 0.000 -0.223 0.483 0.043708 0.083914 0.003005 70 192 0.000 0.223 -0.483 0.000 -0.223 0.483 0.043743 0.077932 0.028489 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.038230 0.077898 - 0.015045 72 22S 0.000 0.189 -0.330 0.000 -0.169 0.330 0.040948 0.083898 - 0.027057 73 2EY 0.000 0.189 -0.330 0.000 -0.189 0.330 0.040991 0.077781 0.011727 74 23S 0.000 0.268 -0.330 0.000 -0.268 0.330 0.038280 0.090986 - 0.043952 75 230 0.000 0.268 -0.330 0.000 -0.268 0.330 0.043658 0.091031 0.023967 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.011410 0.031518 - 0.012376 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.011487 0.026492 0.004692 78 25S 0.000 0.542 -0.620 0.000 -0.542 0.620 0.008983 0.059363 - 0.011044 79 258 0.000 0.542 -0.620 0.000 -0.542 0.620 0.013916 0.059460 0.005146 80 26S 0.000 1.736 -2.926 -0.000 -1.736 2.926 - 0.001843 0.007206 - 0.028245 61 281 0.000 1.036 -2.086 0.000 -1.036 2.086 0.000692 0.006776 0.003449 82 282 0.000 1.036 -2.066 0.000 -1.036 2.086 0.001203 0.004220 0.021786 63 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.002024 0.003971 - 0.009603 84 29S 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.000509 0.006444 - 0.000486 65 29Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.000383 0.003825 - 0.000333 66 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.001748 0.067543 0.011263 67 300 0.000 0.856 -1.379 0.000 -0.656 1.379 0.000857 0.067668 - 0.012062 sss LOAD CASE NO. 5 5 MLABL LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS • 4 *se 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 2 -DIR X -DIR Y -DIR 2 -DIR X -DIR Y -DIR Z -DIR 1 IP 0.000 4.053 -1.258 0.000 -4.053 1.258 0.212822 0.533942 - 0.009563 Commonwealth Associates. Inc. Page 16/18 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.249 0.154534 0.527004 - 0.046602 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.236861 0.525910 0.004667 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.234518 0.441157 0.028862 5 23 0.000 0.202 -0.294 0.000 -0.202 0.249 0.154519 0.442273 - 0.026757 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.024264 0.440631 - 0.122663 7 4P 0.000 7.469 -3.646 0.000 -7.469 3.646 0.362857 0.444016 0.106726 8 6P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.020570 0.310362 - 0.116756 9 9P 18.125 7.468 -3.624 - 18.325 -7.466 3.624 0.396950 0.315006 0.069332 10 13P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.032630 0.192665 - 0.106466 11 14P 16.125 7.466 -3.624 - 16.125 -7.466 3.624 0.294686 0.197406 0.076849 12 16P 0.000 0.560 -0.947 0.000 -0.560 0.947 0.046642 0.164015 - 0.034467 13 161 0.000 0.365 -0.737 0.000 -0.365 0.737 0.104077 0.165259 0.003280 14 162 0.000 0.385 -0.737 0.000 -0.385 0.737 0.099565 0.127237 0.016676 15 163 0.000 0.385 -0.737 0.000 -0.365 0.737 0.059961 0.127463 - 0.016342 16 26P 0.000 0.036 -0.066 0.000 -0.036 0.066 0.926779 0.161170 0.046550 17 26Y 0.000 0.036 -0.066 0.000 -0.036 0.066 0.929530 0.470704 0.063267 16 27P 0.000 0.036 -0.066 0.000 -0.036 0.066 0.665467 0.106283 0.046666 19 277 0.000 0.036 -0.066 0.000 -0.036 0.066 0.666216 0.308291 0.050621 20 31P 0.000 0.425 -0.510 26.609 36.997 - 174.625 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -1.021 12.393 35.530 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 27.421 20.604 132.620 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 16.759 10.925 - 73.147 0.000000 0.000000 0.000000 24 SS 0.000 0.262 -0.434 0.000 -0.262 0.434 0.140992 0.483160 - 0.046345 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.225002 0.483725 0.009581 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.224493 0.396517 0.029016 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.140706 0.397657 - 0.026570 28 6S 0.000 0.620 -1.126 0.000 -0.620 1.126 0.127613 0.439618 - 0.045662 29 61 0.000 0.111 -0.292 0.000 -0.191 0.292 0.209596 0.439727 0.009222 30 62 0.000 0.191 -0.292 0.000 -0.191 0.292 0.209652 0.352077 0.028665 31 63 0.000 0.749 -1.600 0.000 -0.749 1.600 0.127614 0.352562 - 0.026075 32 7S 0.000 0.361 -0.526 0.000 -0.361 0.526 0.116173 0.397799 - 0.044339 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.193512 0.396135 0.008502 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.195501 0.307179 0.027991 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.113437 0.307795 - 0.026578 36 305 0.000 0.459 -0.732 0.000 -0.459 0.732 0.100640 0.354323 - 0.042606 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.179542 0.356106 0.007441 36 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.174535 0.264324 0.026639 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.102047 0.265576 - 0.024263 40 115 0.000 0.435 -0.706 0.000 -0.434 0.706 0.041124 0.312986 - 0.041735 41 111 0.000 0.265 -0.526 0.000 -0.284 0.526 0.156613 0.310906 0.006759 42 112 0.000 0.265 -0.526 0.000 -0.284 0.526 0.161766 0.226251 0.025589 43 113 0.000 0.265 -0.526 0.000 -0.284 0.526 0.087203 0.227109 - 0.023066 44 125 0.000 0.479 -0.792 0.000 -0.479 0.742 0.075967 0.269651 - 0.039921 45 121 0.000 0.296 -0.578 0.000 -0.298 0.578 0.143014 0.266841 0.006057 46 122 0.000 0.296 -0.576 0.000 -0.296 0.578 0.140053 0.191766 0.024065 47 123 0.000 0.304 -0.562 0.000 -0.304 0.562 0.078291 0.192819 - 0.021710 46 155 0.000 0.557 -0.455 0.000 -0.557 0.955 0.067790 0.226311 - 0.037562 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.119512 0.230492 0.004949 SO 152 0.000 0.343 -0.740 0.000 -0.392 0.790 0.127315 0.156637 0.021966 51 153 0.000 0.362 -0.745 0.000 -0.362 0.745 0.062322 0.159067 - 0.019953 52 215 0.000 0.944 -1.579 -0.000 -0.944 1.579 - 0.006366 0.046765 - 0.036311 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.032914 0.048729 0.006270 54 212 0.000 0.494 -1.039 0.000 -0.494 1.039 0.033006 0.009735 0.026191 55 213 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.006240 0.009641 - 0.014675 56 17S 0.000 0.516 -0.681 0.000 -0.516 0.661 0.052121 0.158037 - 0.033255 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.061016 0.151250 0.003556 56 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.093663 0.102702 0.020257 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.027491 0.099563 - 0.015464 60 165 0.000 0.506 -0.667 0.000 -0.506 0.867 0.014666 0.124649 - 0.040605 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.061530 0.132712 0.005402 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.067613 0.076946 0.025497 63 163 0.000 0.333 -0.657 0.000 -0.333 0.657 0.041611 0.060457 - 0.019248 64 20S 0.000 0.751 -1.177 0.000 -0.751 1.177 0.029036 0.095729 - 0.032932 65 201. 0.000 0.501 -0.877 0.000 -0.501 0.877 0.040518 0.076097 0.005036 66 202 0.000 0.501 -0.877 0.000 -0.501 0.877 0.067171 0.045215 0.022769 67 203 0.000 0.501 -0.877 -0.000 -0.501 0.677 - 0.012314 0.036162 - 0.013564 66 19S 0.000 0.396 -0.693 0.000 -0.396 0.693 0.016443 0.104664 - 0.039026 69 191 0.000 0.223 -0.463 0.000 -0.223 0.463 0.063249 0.104656 0.005766 70 192 0.000 0.223 -0.463 0.000 -0.223 0.463 0.063283 0.057159 0.025756 71 193 0.000 0.223 -0.463 0.000 -0.223 0.463 0.016489 0.057325 - 0.017061 72 22S 0.000 0.169 -0.330 0.000 -0.169 0.330 0.039646 0.104902 - 0.023406 73 22Y 0.000 0.189 -0.330 0.000 -0.169 0.330 0.039690 0.056948 0.007590 74 23S 0.000 0.266 -0.330 0.000 -0.266 0.330 0.016599 0.091074 - 0.044626 75 23X 0.000 0.266 -0.330 0.000 -0.266 0.330 0.063136 0.091116 0.024731 76 245 0. 0.467 -0.620 0.000 -0.467 0.620 0.013296 0.046475 - 0.011104 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.013375 0.009535 0.003567 78 25S 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.006314 0.059383 - 0.010629 79 25X 0.000 0.542 -0.620 0.000 -0.542 0.620 0.032966 0.059460 0.004683 60 28S 0.000 1.736 -2.926 -0.000 -1.736 2.926 - 0.009496 0.016423 - 0.027153 61 261 0.000 1.036 -2.081 0.000 -1.036 2.086 0.011791 0.015969 0.004655 82 262 0.000 1.036 -2.086 0.000 -1.036 2.066 0.012242 - 0.004975 0.020367 63 263 0.000 1.036 -2.066 -0.000 -1.036 2.066 - 0.009632 - 0.005262 - 0.010706 64 295 0.000 0.732 -1.379 0.000 -0.732 1.379 0.001045 0.014776 - 0.000216 65 29Y 0.000 0.732 -1.379 0.000 -0.732 1.379 0.001171 - 0.004506 - 0.000601 86 301 0.000 0.656 -1.379 -0.000 -0.656 1.371 - 0.008646 0.067543 0.011263 67 300 0.000 0.656 -1.379 0.000 -0.656 1.379 0.010665 0.067666 - 0.012062 ass LOAD CASE NO. 6 6 BLSBR LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations In SAPS • 4 mss 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 4.053 -1.256 0.000 -4.053 1.256 0.146246 0.531220 - 0.009765 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.299 0.134333 0.465194 - 0.043037 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.139966 0.464125 0.013646 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.140631 0.478193 0.024036 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.134332 0.479263 - 0.032609 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.116350 0.436547 - 0.122320 7 4P 0.000 7.469 -3.646 0.000 -7.469 3.646 0.143431 0.441914 0.107619 6 AP 0.000 7.474 -3.532 0.000 -7.474 3.532 0.094755 0.309336 - 0.116092 9 9P 0.000 7.466 -3.624 0.000 -7.466 3.624 0.119729 0.313466 0.066995 10 13P 16.125 7.474 -3.532 - 16.125 -7.474 3.532 0.067227 0.192649 - 0.105607 11 14P 16.125 7.466 -3.624 - 16.125 -7.466 3.624 0.149916 0.197612 0.075134 12 16P 0.000 0.560 -0.947 0.000 -0.560 0.947 0.061962 0.160049 - 0.031390 13 161 0.000 0.365 -0.737 0.000 -0.365 0.737 0.073661 0.159461 0.005582 14 162 0.000 0.365 -0.737 0.000 -0.365 0.737 0.070629 0.151955 0.016361 15 163 0.000 0.365 -0.737 0.000 -0.365 0.737 0.074532 0.151516 - 0.021239 16 26P 0.000 0.036 -0.086 0.000 -0.036 0.066 0.115161 0.326151 0.051134 17 267 0.000 0.036 -0.066 0.000 -0.036 0.066 0.117912 0.322693 0.057950 16 27P 0.000 0.036 -0.086 0.000 -0.036 0.066 0.767751 0.031607 0.040653 19 27Y 0.000 0.036 -0.066 0.000 -0.036 0.066 0.790502 0.362106 0.053327 Commonwealth Associates, Inc. Page 17/16 20 31P 0.000 0.425 -0.510 21 311 0.000 0.000 -0.000 22 .: 312 0.000 0.000 -0.000 23 313 0.000 0.000 -0.000 24 55 0.000 0.262 -0.434 25 .51 0.000 0.265 -0.465 26 52 0.000 0.265 -0.465 27 53 0.000. 0.262 . -0.434 28 65 ' 0.000 0.620 -1.126 21"61 0.000 0.191'. -0.292 30 62: 0.000 0.191 -0.212 31 63 0.000 . 0.749 -1.600 32 75 0.000 . 0.361. - 0.526 33 71 0.000 0.205 -0.342 34 72 0.000 0.205 -0.342 35 73 0.000 0.211 -0.346 36 105 0.000 0.459 -0.732 37 101 0.000 0.319 -0.597 38 '102 0.000 0.311 -0.597 39' 103 0.000 0.301 -0.552 40 115 0.000 0.435 -0.706 . 41 111 0.000 0.285 -0.528 42 112 '.0.000 0.285 -0.528 43 113 0.000 0.285 -0.528 44 '125 0.000 0.479 -0.712 45 121 0.000 0.218 -0.576 46.' 122 0.000 0.218. -0.578 47 123 0.000 0.304 -0.582 46 15S 0.000 0.557 -0.955 41 151 0.000 0.393 - 0.790 50 "152 0.000 0.313 -0.790 51 153: 0.000 : 0.382 -0.745 52 215 0.000 0.144 -1.579 53 211 0.000 '0.414 -1.031 54. 212 0.000 0.414 -1.031 55. 213 0.000 0.494 -1.039 56 175 0.000 0.518 -0.861 57 171 0.000 0.343 - 0.671 58 172 0.000 0.343 -0.671 59 173 0.000 0.343 -0.671 60 185 0.000 0.506 -0.867 61 161 0.000 0.333 -0.657 62 162 0.000 0.333 . -0.657 63' 163 0.000 0.333 -0.657 64 205 0.000 0.751 -1.177 65 201 0.000 0.501 -0.877 66 202 ''0.000 0.501 -0.877 67 203 . 0.000 0.501 -0.877 66 195' 0.000 ' 0.313 - 0.693 61 191 0.000 0.223 -0.463 70 192 0.000 0.223 -0.483 71 193 ' 0.000 0.223 -0.483 72 . 22S 0.000 0.181 -0.330 73 :.22Y 0.000 0.189 -0.330 74 23I 0.000 0.268 -0.330 75 23X 0.000 0.268 -0.330 76 245 0.000 0.467 -0.620 77 24Y 0.000 0.467 -0.620 76 255 ' 0.000 0.542 -0.620 79 250 0.000 0.542 -0.620 80 ' 285 0.000 1.736 -2.926 281 0.000 1.036 -2.086 82 ' 282 0.000 1.036 -2.086 83 283 0.000 1.036 -2.086 29S 0.000 0.732 -1.379 65 29Y 0.000 0.732 -1.379 86 305 0.000 0.856 - 1.379 67 30X 0.000 0.856 -1.379 30.273 -4.685 23.757 - 13.095 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 32.528 9.302 23.695 15.395 -0.262 - 0.265 -0.265 -0.262 -0.620 -0.191 -0.191 -0.741 -0.361 -0.205 -0.205 -0.211 -0.459 -0.319 -0.311 -0.309 -0.434 -0.284 -0.284 -0.284 -0.479 -0.298 -0.298 -0.304 -0.557 - 0.312 -0.312 -0.382 -0.944 -0.414 -0.494 -0.494 -0.518 -0.343 -0.343 -0.343 -0.508 -0.333 -0.333 -0.333 -0.751 -0.501 -0.501 -0.501 -0.396 -0.223 -0.223 -0.223 -0.181 -0.169 -0.266 -0.268 -0.467 -0.467 -0.542 -0.542 -1.736 -1.036 -1.036 -1.036 -0.732 -0.732 -0.656 -0.856 - 170.160 39.048 129.103 - 77.613 0.434 0.465 0.465 0.434 1.126 0.292 0.212 1.600 0.526 0.342 0.342 0.346 0.732 0.597 0.597 0.552 0.708 0.528 0.528 0.528 0.792 0.578 0.578 0.582 0.155 0.790 0.790 0.745 1.579 1.039 1.039 1.039 0.861 0.671 0.671 0.671 0.867 0.657 0.657 0.657 1.177 0.677 0.877 0.877 0.693 0.483 0.483 0.463 0.330 0.330 0.330 0.330 0.620 0.620 0.620 0.620 2.926 2.086 2.086 2.086 1.379 1.379 1.379 1.379 0.000000 0.000000 0.000000 0.000000 0.126542 0.132610 0.132201 0.126337 0.118748 0.124703 0.124550 0.118281 0.111586 0.115587 0.117961 0.109681 0.102736 0.101142 0.108525 0.102880 0.016516 0.100100 0.101588 0.013426 0.086264 0.092481 0.093017 0.088349 0.081654 0.083530 0.085651 0.075113 0.012668 0.017654 0.017748 0.012796 0.068616 0.055324 0.066611 0.044824 0.033134 0.056943 0.044667 0.051112 0.048832 0.021019 0.046456 0.008141 0.036064 0.041449 0.041483 0.036110 0.036758 0.038601 0.036198 0.041360 0.015186 0.015263 0.012763 0.017687 0.001579 0.004136 0.004650 0.001413 0.002599 0.002725 0.001352 0.003972 0.000000 0.000000 0.000000 0.000000 0.441362 0.441170 0.436073 0.435458 0.317230 0.316171 0.311141 0.311453 0.354107 0.353136 0.347342 0.348298 0.312090 0.312543 0.306662 0.306182 0.271886 0.271938 0.265764 0.265961 0.233810 0.232719 0.226621 0.227293 0.196363 0.200016 0.188120 0.190684 0.031772 0.031736 0.026728 0.026634 0.133724 0.129478 0.124587 0.123353 0.104229 0.109876 0.091258 0.101038 0.073835 0.051731 0.063723 0.057723 0.083119 0.083993 0.077872 0.077837 0.064015 0.077662 0.090997 0.091040 0.031523 0.026486 0.059383 0.059460 0.007215 0.006753 0.004247 0.003161 0.006437 0.003833 0.067543 0.067668 0.000000 0:000000 0.000000 0.000000 - 0.042720 0.013664 0.024059 - 0.032216 - 0.042102 0.013416 0.023844 - 0.031706 - 0.040685 0.012556 0.023063 - 0.030332 - 0.038652 0.011333 0.021961 - 0.028410 - 0.037455 0.010496 0.021211 - 0.027286 - 0.035828 0.001260 0.020095 - 0.025794 - 0.033855 0.007623 0.018673 - 0.023601 - 0.034076 0.008018 0.024394 - 0.017063 - 0.030721 0.005647 0.018347 - 0.018176 - 0.037816 0.007536 0.023110 - 0.022000 - 0.030818 0.006715 0.021210 - 0.015794 - 0.036317 0.007778 0.023700 - 0.019731 - 0.019442 0.003154 - 0.044177 0.023912 - 0.009950 0.002304 - 0.010972 0.005167 - 0.025779 0.005981 0.019253 - 0.012072 0.000050 - 0.000869 0.011263 - 0.012082 Commonwealth Associates, Inc. Pigs 16/16 I TOWER Version 3.36 Tue Jan 20 101840.0 Commonwealth Associates. Inc. as* lee TOWER ANALYSIS AND DESIGN - POWER LINE SYSTEMS - 1995 ANALYSIS IDENTIFICATION : Tower Type 'Cl . with Shield Wire Pyramid Peak NOTES : DATE AND TIME I Tue Jan 20 10.53.26 1996 PROGRAM VERSION. TOWER Version 3.36 LICENSED TO: 1 Commonwealth Associates, Inc. Design code , ASCE-10t, ass LINEAR ANALYSIS PERFORMED ems CLAMPS PROPERTIES CLAMP ATT. HOLDING NO. LABEL CAPACITY CLBS) I 1P ' 112404 2 IF 112404 . 3 . 4P 112404 4 6P . 112404 5 IF 112404 6 13P ' 112404 '. 7' 14P ' 112404 '6 21 1.121*011 9 22 112404 10 SS 112404 11 6S 112404 12 75 112404 13 105 112404 14 115 112404 15 125 112404 16 155 112404 17 16P 112404 16 17S 112404 19 18S 112404 20 115 112404 21 20S 112404 22 21S 112404 23.. 112404 24 31P 112404 sac PLS-CADD DIRECT LINK DEFINITIONS OTT ATT. INSUL SET PHASE SET SEC NO. LABEL TYPE NO. NO.. DESCRIPTION END IL. ' 3 II; C 1 IP C 2 3P C C S 9P C 6 13P C I4P C L 6 21 C 10 SS 9 22 11 65 C C C 12 7S C 13 105 C IL 15 125 14 115 C 16 155 C 17 16P C C 16 175 C 19 165 C 20 195 C . I: 22 215 23 26S C 24 31P C C 21 20S C mom JOINT DATA JT. JT. NO. LABEL X-COORD. Y-COORD. (ft/ (ft/ 1 IP 0.00 0.00 100.17 .. . • FIXED FIXED FIXED 2 2P 4.06 4.08 93.17 . . . . . . FIXED FIXED FIXED 3 21 4.08 -4.08 93.17 . . . . . . FIXED FIXED FIXED 4 22 - 4.06 -4.06 93.17 . . . . • • FIXED FIXED FIXED 5 23 -4.06 4.06 93.17 . . . • • • FIXED FIXED FIXED 6 3P 0.00 15.25 67.00 • . . . FIXED FIXED FIXED 7 4P 0.00 -14.05 67.00 • . . • • . FIXED FIXED FIXED A 6P 0.00 15.25 66.50 . . . • FIXED FIXED FIXED 9 9P 0.00 - 19.23 1.6.50 . . . . . . FIXED FIXED FIXED 10 13P 0.00 15.25 50.00 . . . . . . FIXED FIXED FIXED 11 14P 0.00 -19.25 50.00 . • • • . FIXED FIXED FIXED 12 16P 4.06 4.08 43.00 . . . FIXED FIXED FIXED 13 161 4.06 -4.06 43.00 . . . • . • FIXED FIXED FIXED 14 162 -448 -4.06 43.00 . . . . . • FIXED FIXED FIXED 15 163 -4.06 4.06 43.00 . . • . . • FIXED FIXED FIXED 16 26P 2.60 -9.63 70.64 . . . . . . FIXED FIXED FIXED 17 26Y -2.60 -1.63 70.64 . . • . . . FIXED FIXED FIXED 16 27P 0.60 -4.83 52.34 . . . • • . FIXED FIXED FIXED 11 27Y -2.60 -4.63 52.34 . . • . . . FIXED FIXED FIXED 20 31P 21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 21 311 21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 22 312 -21.00 -21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 23 313 -21.00 21.00 -55.00 FIXED FIXED FIXED FIXED FIXED FIXED 24 SS 4.06 4.06 87.00 . . . • . . FIXED FIXED FIXED 25 51 4.06 -4.06 67.00 • • • • . . FIXED FIXED FIXED 26 52 -4.08 -4.06 87.00 . . . , . . FIXED FIXED FIXED 27 53 -4.08 4.06 67.00 . . . . FIXED FIXED FIXED 26 65 4.06 4.06 60.63 . . . . FIXED FIXED FIXED 29 61 4.06 -4.06 60.63 . . . • • FIXED FIXED FIXED 30 12 -4.06 -4.06 60.63 . . . . . . FIXED FIXED FIXED Commonwealth Associates, Inc. 2-00016. (ft/ X-DIR Y-DIR Z-DIR X-ROT Y-ROT Z-ROT MASTER Page 1,17 L i i i L L t. L L l t i see MATERIAL DATA MAT MAT TYPE DESCRIPT. 31 63 -4.06 4.06 80.83 FIXED FIXED FIXED 32 7S 4.06 4.08 74.67 . . FIXED FIXED FIXED 33 71 4.06 -4.06 74.67 • FIXED FIXED FIXED 34 72 -4.08 -4.08 74.67 • FIXED FIXED FIXED 35 73 -4.06 4.06 74.67 • . . FIXED FIXED FIXED 36 10S 4.06 4.06 66.50 • . FIXED FIXED FIXED 37 101 4.06 -4.06 66.50 . . . FIXED FIXED FIXED 36 102 -4.06 -4.08 68.50 . . • FIXED FIXED FIXED 39 103 -4.06 4.06 66.50 . . • FIXED FIXED FIXED 40 115 4.06 4.06 62.33 • FIXED FIXED FIXED 41 111 4.06 -4.06 62.33 • • . FIXED FIXED FIXED 42 112 -4.08 -4.06 62.33 • FIXED FIXED FIXED 43 113 -4.08 4.06 62.33 . . FIXED FIXED FIXED 44 12S 4.06 4.08 56.17 • • . FIXED FIXED FIXED 45 121 4.06 -4.06 56.17 • • . FIXED FIXED FIXED 46 122 -4.06 -4.06 56.17 • • . FIXED FIXED FIXED 47 123 -4.08 4.06 56.17 • . . FIXED FIXED FIXED 46 15S 4.08 4.06 50.00 • • . FIXED FIXED FIXED 49 151 4.08 -4.06 50.00 . . . FIXED FIXED FIXED 50 152 -4.06 -4.06 50.00 • . FIXED FIXED FIXED 51 153 -4.06 4.08 50.00 . . FIXED FIXED FIXED 52 21S 11.50 11.50 0.00 • . • FIXED FIXED FIXED 53 211 11.50 -11.50 0.00 • • . FIXED FIXED FIXED 54 212 -11.50 -11.50 0.00 • • . FIXED FIXED FIXED 55 213 -11.50 11.50 0.00 • . • FIXED FIXED FIXED 56 17S 5.32 5.32 35.83 • • . FIXED FIXED FIXED 57 171 5.32 -5.32 35.63 • • • FIXED FIXED FIXED 56 172 -5.32 -5.32 35.83 • • • FIXED FIXED FIXED 51 173 -5.32 5.32 35.83 • FIXED FIXED FIXED 60 18S 6.55 6.55 26.67 . • . FIXED FIXED FIXED 61 181 ■ 6.55 -6.55 28.67 • • • FIXED FIXED FIXED 62 182 -6.55 -6.55 26.67 • • . FIXED FIXED FIXED 63 183 -6.55 6.55 28.67 • • • FIXED FIXED FIXED 64 20S 1.03 9.03 14.33 • • • FIXED FIXED FIXED 65 201 9.03 -9.03 14.33 • . • FIXED FIXED FIXED 66 202 -9.03 -1.03 14.33 . • • FIXED FIXED FIXED L7 203 -9.03 1.03 14.33 . . • FIXED FIXED FIXED 66 11S 7.79 7.79 21.50 • . • FIXED FIXED FIXED 69 191 7.79 -7.79 21.50 • FIXED FIXED FIXED 70 112 -7.79 -7.79 21.50 • FIXED FIXED FIXED 71 193 -7.79 7.71 21.50 • FIXED FIXED FIXED 72 22S 7.79 0.00 21.50 • FIXED FIXED FIXED 73 22Y -7.79 0.00 21.50 . • • FIXED FIXED FIXED 74 235 0.00 7.79 21.50 FIXED FIXED FIXED 75 23X 0.00 -7.79 21.50 • . FIXED FIXED FIXED 76 24S 11.50 0.00 0.00 FIXED FIXED FIXED 77 24Y -11.50 0.00 0.00 • FIXED FIXED FIXED 78 25S 0.00 11.50 0.00 • FIXED FIXED FIXED 79 250 0.00 -11.50 0.00 FIXED FIXED FIXED 80 285 14.91 14.96 -20.00 . . • FIXED FIXED FIXED 61 261 14.16 -14.16 -20.00 • • • FIXED FIXED FIXED 62 262 -14.96 -14.96 -20.00 • • • FIXED FIXED FIXED 63 283 -14.96 14.96 -20.00 • . • FIXED FIXED FIXED 84 29S 14.96 0.00 -20.00 • • . FIXED FIXED FIXED 85 27Y -14.96 0.00 -20.00 FIXED FIXED FIXED 66 30S 0.00 14.96 -20.00 • . . FIXED FIXED FIXED 87 300 0.00 -14.96 -20.00 • • . FIXED FIXED FIXED sae GROUP (OR.MARK) ANGLE MEMBER PROPERTIES MODULUS YIELD ULTIMATE MAT ELAS. STRESS STRESS DENSITY (ksi) (ksi) (ksi) (pcf) 13 A7 -41T HIGH ELASTIC .29000.0 45.000 67.000 490.0 ewe CONNECTION PROPERTIES BOLT BOLT BOLT HOLE SHEAR TYPE DESCRIPT. DIAMETER DIAM. CAP. (in) (in) (kip) 6 3/4 A394 OLD 0.7500 0.6125 13.260 GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTS LABEL DESC. TYP LEG LEG THICK. WEIGHT AREA B/T RK 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 0.3125 7.20 2.01 9.00 1.060 1.060 0.690 13 45.00 2 HBR SAE 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 3 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 4 XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.564 0.422 13 45.00 5 %BR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 I. XBR SAU 2.50 X 2.00 X 0.3125 4.50 1.31 6.00 0.776 0.584 0.422 13 45.00 7 TIE SAE 2.50 X 2.50 0 0.1875 3.07 0.90 10.67 0.778 0.776 0.495 13 45.00 6 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.90 13.33 0.966 0.563 0.439 13 41.41 9 LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 13 41.23 10 XBR SAE 3.50 0 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 11 XBR SAE 3.50 X 3.50 X 0.2500 5.60 1.61 11.50 1.090 1.090 0.694 13 45.00 12 TIE SAE 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.776 0.778 0.495 13 45.00 13 XBR SAE 3.50 X 3.50 X 0.2500 5.60 1.69 11.50 1.090 1.010 0.694 13 45.00 14 LEG SAC 6.00 X 6.00 X 0.5625 29.60 8.66 12.11 2.500 2.500 1.590 13 44.53 15 LEG SAE 6.00 X 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 16 XBR SAE 4.00 X 4.00 X 0.3125 6.20 2.40 10.60 1.240 1.240 0.791 13 45.00 17 XBR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 16 OUR SAU 3.50 X 3.00 X 0.2500 5.40 1.56 11.25 1.110 0.914 0.631 13 45.00 19 KBR SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 13 45.00 20 KBR SAC 4.00 X 4.00 X 0.2500 6.60 1.94 13.50 1.250 1.250 0.795 13 40.96 21 KDR SAU 4.00 X 3.00 X 0.2500 5.80 1.69 13.25 1.260 0.696 0.651 13 41.62 22 LEG SAC 8.00 X 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 23 HBR SAE 3.00 X 3.00 X 0.1675 3.71 1.09 13.33 0.939 0.939 0.596 13 41.41 24 %BR BAR 2.00 0 0.0D X 0.1675 1.26 0.36 10.67 0.054 0.054 0.054 13 45.00 25 %BR SAC 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 26 HNG IAC 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.314 13 45.00 27 HNG SAU 2.50 X 2.00 X 0.2500 3.62 1.06 7.75 0.784 0.592 0.424 13 45.00 26 HNG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 29 HNG SAE 3.00 X 3.00 0 0.2500 4.90 1.44 9.75 0.930 0.930 0.512 13 45.00 30 HNG SAE 2.00 X 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.314 13 45.00 31 HNG SAE 3.00 X 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.130 0.512 13 45.00 32 AXBR SAC 2.00 X 2.00 0 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 Comsonw.Alth Associates. Inc. 6 2.000 3 1.000 2 1.000 L 2 1.000 L 2 1.000 L 2 1.000 L 2 1.000 T 2 1.000 L 6 3.500 4 1.310 4 1.310 2 1.000 T 4 1.310 22 4.000 26 4.000 5 1.700 3 1.000 L 3 1.000 L 2 5.200 2 6.000 2 1.000 S 22 4.000 4 2.000 1 1.000 T 1 1.000 T 2 1.000 T 3 1.000 T L 2 1.000 T 4 1.000 2 1.000 T 4 1.000 2 1.000 T PADS 2/17 Nq F7L iK 33 AXBR SAE 2.00 % 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.314 13 45.00 2 1.000 T 34 AXON SAE 2.00 X 2.00 X 0.187S 2.44 0.71 8.00 0.617 0.617 0.344 13 45.00 2 1.000 1 35 ABR SAU 3.00 X 2.00 X 0.1875 3.07 0.10 13.33 0.166 0.563 0.431 13 41.41 2 1.000 L 36 ABR SAU 3.00 X 2.00 X 0.1675 3.07 0.10 13.33 0.166 0.563 0.439 13 41.41 2 1.000 7 L 37 ARM SAE 3.50 2 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.010 0.694 13 45.00 4 2.000 36 ARM SAE 3.00 X 3.00 X 0.2500 4.10 1.44 1.75 0.130 0.930 0.592 13 45.00 3 2.000 39 ARM SAE 3.50 X 3.50 X 0.2500 5.60 1.61 11.50 1.090 1.010 0.614 13 45.00 4 2.000 40 ARM SAE 3.00 X 3.00 % 0.2500 4.90 1.44 9.75 0.130 0.130 0.592 13 45.00 3 2.000 41 ARM SAE 3.50 X 3.50 X 0.2500 5.60 1.61 11.50 1.010 1.010 0.694 13 45.00 4 2.000 42 ARM SAE 3.00 X 3.00 % 0.2500 4.40 1.44 9.75 0.130 0.930 0.592 13 45.00 3 2.000 43 HEIR SAE 2.50 X 2.50 X 0.1675 3.07 0.10 10.67 0.778 0.776 0.495 13 45.00 2 1.000 T 44 HBR SAE 2.50 X 2.50 X 0.1675 3.07 0.10 10.67 0.776 0.778 0.415 13 45.00 4 2.000 45 HNG SAE 2.50 X 2.50 X 0.2500 4.10 1.14 7.75 0.761 0.764 0.491 13 45.00 3 1.000 46 HAG SAC 2.50 X 2.50 X 0.2500 4.10 1.19 7.75 0.719 0.769 0.491 13 45.00 3 1.000 47 ABR SAE 2.00 X 2.00 X 0.1675 2.44 0.71 8.00 0.617 0.617 0.394 13 45.00 2 1.000 48 ABR SAE 2.00 % 2.00 X 0.1675 2.44 0.71 6.00 0.617 0.617 0.314 13 45.00 2 1.000 49 ARM SAE 3.00 X 3.00 X 0.2500 4.40 1.44 9.75 0.930 0.130 0.592 13 45.00 2 2.000 SO ARM SAE 3.00 % 3.00 X 0.2500 4.90 1.44 1.75 0.930 0.130 0.592 13 45.00 2 2.000 51 TBR SAC 2.00 X 2.00 X 0.1675 2.44 D.71 6.00 0.617 0.617 0.314 13 45.00 1 1.00D 52 DUD DUn 0.10 X 0.10 X 1.0000 0.00 0.01 2.00 100.000100.000 100.000 13 45.00 1 1.000 53 TBR SAE 3.00 X 3.00 X 0.1875 3.71 1.01 13.33 0.939 0.939 0.516 13 41.41 1 1.000 54 KBR SAU 4.00 X 3.00 X 0.2500 5.60 1.64 13.25 1.280 0.616 0.651 13 41.62 2 1.000 S 55 LEG SAE 6.00 X 8.00 % 0.5000 26.40 7.75 13.75 2.500 2.500 1.510 13 40.34 20 4.000 56 HEIR SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.914 13 41.23 4 1.750 57 TBR SAE 4.00 X 4.00 X 0.2500 6.60 1.14 13.50 1.250 1.250 0.795 13 40.98 2 1.000 56 KBR SAU 6.00 % 3.50 X 0.3750 11.70 3.42 13.67 1.940 0.986 0.767 13 40.54 2 1.000 S 59 LEG SAE 8.00 % 6.00 X 0.5000 26.40 7.75 13.75 2.500 2.500 1.590 13 40.34 20 4.000 60 ARM SAE 3.00 % 3.00 X 0.2500 4.90 1.44 9.75 0.930 0.130 0.542 13 45.00 2 2.000 61 XBR SAE 2.00 X 2.00 X 0.1875 2.44 0.71 6.00 0.617 0.617 0.394 13 45.00 2 1.000 62 XBR SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 13 45.00 2 1.000 S 63 XBR SAE 2.50 X 2.50 X 0.1675 3.07 0.90 10.67 0.776 0.776 0.415 13 45.00 2 1.000 *as DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR W GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECC RES BRACING RATIOS SLEND. RATIOS LABEL DESC. LEG LEG THICK. FY NO JO JE LENGTH CORP TENS COD COD X -% Y -Y 2 -Z L /RX L /RY L /RZ WARNINGS (in) (in) (in) (ksi) (ft) (kips) (kips) 1 LEG 3.50 X 3.50 X 0.3125 45 1 IP 2P 1.1 21.16 71.20 3 1.00 1.00 1.00 101 101 158 2 IP 21 1.1 21.16 71.20 3 1.00 1.00 1.00 101 101 156 3 1P 22 9.1 29.16 71.20 3 1.00 1.00 1.00 101 101 158 4 IP 23 1.1 29.16 71.20 3 1.00 1.00 1.00 101 101 158 2 HON 2.50 X 2.50 X 0.1875 45 5 2P 23 6.2 1.16 30.36 3 1.00 1.00 1.00 126 126 198 6 21 22 6.2 9.16 30.36 3 1.00 1.00 1.00 126 126 196 7 2P 21 6.2 1.16 30.36 3 1.00 1.00 1.00 126 126 116 6 23 22 6.2 9.16 30.36 3 1.00 1.00 1.00 126 126 198 3 %BR 2.50 X 2.00 X 0.3125 45 9 2P 51 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 10 21 55 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 11 22 53 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 12 23 52 10.2 16.15 26.52 2 0.50 0.75 0.50 79 156 145 13 2P 53 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 14 21 52 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 15 22 51 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 16 23 55 10.2 16.15 26.52 2 0.50 0.75 0.50 79 158 145 4 XBR 2.50 X 2.00 X 0.3125 45 17 SS 61 10.2 16.95 21.52 2 0.50 D.75 D.50 79 158 145 18 51 65 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 19 52 63 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 20 53 62 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 21 55 63 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 22 51 62 10.2 11.95 26.52 2 0.50 0.75 0.50 79 156 145 23 52 61 10.2 16.45 26.52 2 0.50 0.75 0.50 71 156 145 24 53 6S 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 5 XBR 2.50 X 2.00 X 0.3125 45 25 6S 71 10.2 16.97 26.52 2 0.50 0.75 0.50 79 156 145 26 61 7S 10.2 16.97 26.52 2 0.50 0.75 0.50 74 156 145 27 62 73 10.2 16.97 26.52 2 0.50 0.75 0.50 79 156 145 26 63 72 10.2 16.97 26.52 2 0.50 0.75 0.50 71 158 145 29 65 73 10.2 16.97 26.52 2 0.50 0.75 0.50 79 158 145 30 61 72 10.2 16.97 26.52 2 0.50 0.75 0.50 79 156 145 31 62 71 10.2 16.17 26.52 2 0.50 0.75 0.50 79 158 145 32 63 7S 10.2 16.97 26.52 2 0.50 0.75 0.50 79 158 145 6 XBR 2.50 X 2.00 X 0.3125 45 33 7S 101 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 34 71 101 10.2 16.95 26.52 2 0.50 0.75 0.50 71 156 145 35 72 103 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 36 73 102 10.2 16.15 26.52 2 0.50 0.75 0.50 71 158 145 37 7S 103 10.2 16.95 26.52 2 0.50 0.75 0.50 79 156 145 36 71 102 10.2 16.15 26.52 2 0.50 0.75 0.50 79 156 145 31 72 101 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 40 73 lOS 10.2 16.95 26.52 2 0.50 0.75 0.50 79 158 145 7 TIE 2.50 X 2.50 X 0.1875 45 41 7S 71 6.2 9.16 26.52 3 1.00 1.00 1.00 126 126 198 L/R < 300 42 73 72 8.2 9.16 26.52 3 1.00 1.00 1.00 126 126 196 L/R < 300 8 ABR 3.00 X 2.00 X 0.1875 45 43 SS 53 8.2 7.66 26.52 3 1.00 1.00 1.00 101 166 223 44 51 52 8.2 7.66 26.52 3 1.00 1.00 1.00 101 166 223 9 LEG 5.00 X 5.00 X 0.3125 45 45 2P 55 6.2 99.17 96.36 3 1.00 1.00 1.00 47 47 74 46 21 51 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 47 22 52 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 48 23 53 6.2 99.17 96.36 3 1.00 1.00 1.00 47 47 74 49 55 6S 6.2 49.47 46.36 3 1.00 1.00 1.00 47 47 74 50 51 61 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 51 52 62 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 52 53 63 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 53 6S 75 6.2 100.05 96.36 3 1.00 1.00 1.00 47 47 74 54 61 71 6.2 100.05 96.36 3 1.00 1.00 1.00 47 47 74 55 62 72 6.2 100.05 96.36 3 1.00 1.00 1.00 47 47 74 56 63 73 6.2 100.05 96.36 3 1.00 1.00 1.00 47 47 74 57 7S 105 6.2 94.97 96.36 3 1.00 1.00 1.00 47 47 74 58 71 101 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 59 72 102 6.2 19.97 96.36 3 1.00 1.00 1.00 47 47 74 60 73 103 6.2 99.97 96.36 3 1.00 1.00 1.00 47 47 74 10 XBR 3.50 X 3.50 X 0.2500 45 61 105 111 10.2 48.31 53.04 2 0.75 0.50 0.50 64 56 86 62 101 115 10.2 46.31 53.04 2 0.75 0.50 0.50 84 56 66 63 102 113 10.2 46.31 53.04 2 0.75 0.50 0.50 64 56 66 64 103 112 10.2 48.31 53.04 2 0.75 0.50 0.50 64 56 68 65 105 113 10.2 48.31 53.04 2 0.75 0.50 0.50 64 56 68 66 101 112 10.2 48.31 53.04 2 0.75 0.50 0.50 64 56 86 67 102 111 10.2 46.31 53.04 2 0.75 0.50 0.50 64 56 66 66 103 115 10.2 48.31 53.04 2 0.75 0.50 0.50 64 56 66 11 XOR 3.50 X 3.50 X 0.2500 45 61 115 121 10.2 46.33 53.04 2 0.75 0.50 0.50 84 56 86 70 111 125 10.2 46.33 53.04 2 0.75 0.50 0.50 64 56 66 71 112 123 10.2 46.33 53.04 2 0.75 0.50 0.50 64 56 86 72 113 122 10.2 46.33 53.04 2 0.75 0.50 0.50 64 56 66 73 115 123 10.2 46.33 53.04 2 0.75 0.50 0.50 64 56 66 74 111 122 10.2 48.33 53.04 2 0.75 0.50 0.50 84 56 66 Coalonwamlth Associates, Inc. ND LOAD CASES Page 3/17 00 mm VV AA Orr0000OOOON..I.A NNNN NN NUl M1M1 YIN N NNUIN S S S SISIS S3 SSNNNNOOOOO OOO Nm N mm N 040................. Cu M1M1M1M1M1 M1 NN V1 N UIN NN nmm mm mmm0OM1M1 00 M1M1 A A A A JJJ JJJJJJJJJMM u1 NMu1Nmm VINmm NUI NNMMM 00000000000 OSSSSN00mrUm Nom m 014mmm0MMM fn1.1mm 0O cccc.4.4.11.4.A.4 AMMI MIu11414m M1M1M1M1 Cu M1 M1 IM1 M1 S SO 0000 IY NNNNNMNNNMN N mmm mm mmm mmm mm mm mm Tmm mm mm fnn fine fllmmmm mmmmm y1u1 MN 010101 moon, 01115,5? 5500000000 .................... S SSS JJ..m m77 AA NM S7 JJSSSS55=5 IN Y11fl NNm NYImm Mu1mm NY1 M1M1M1 0000000000005 SS S O OOOcc00mf 1.11.11. 1111 mm mm fn 00000000 .4 .4.4.4.4 .4.4.4.4.4.4.4 .4AA. M1 Cu M1 M1M1M1 M1 M1 0 N SS..MM Oi NN OOOO OaOOm mTm mmm mm mm mm mm mm mm mm mm mmm mT mm mm mm mmM1M1M1 ..... 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O O O O O O O O O O O 0000000000001000010000000000000010000000000 N 00 M1010MMMMv100000000 0000 0 00 0MM MM000000000000000014 v1.0 NV M1M1M1M1M1M1M1M1M1 M1M1M1M1 00000000000 Mmm 0000000000 MM MM 00 0 o A A 0 0 o 0 0 0 0 o A A n A A A A A n A A A A A A A o O O o A n n n A A A A A A A A A A A A o 0 0 0 O o 0 0 0 0 O o 0 0 O o 0 0 0 0 O .6 A A A A A A n A A A A A A .AA. A n o o O o 0 0 0 o A A A A A n A A .A6 0 0 O A A 10MOO MMMM N1014M000000000000000000000000000000000000 N10 NM1M1M1M1M1M1M1M1 1014 MMMM10I 0000000000000000 0000000000000000000000mm M1 M1O Or- Cu M1 M1 M1 M1 M1 Cu 0000000000000000 MY110I0 000000000000000M1 M1 Cu M1 M1 Cu M1 Cu 101014 Y1.0 u1N M 101414 1010 YIM 000000000000000000000000000000005414000 T 0 0.1. 00000000 A. A. AAAAAA.. 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J JJJJJJ 0000000000000000000 0000000000000001140000 Sr SSSS 14141 414f4141414141401414mmmnI010100 MM00114N0114Nmmm • N 0 0 N N N N N N N N N ............ S ....... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ................................... J J J J J.4 AAA .4 A.4 .4 10 14 4110 N 4110 1441 14 ...... OOOO O 0000000 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 SSSSJJJJJJJJJ JJJ M1 M1 M1 M1 00000000.4.1 .4 .4.A.4.1.A 8110 mm n mm mrrrrrrrr .4A.4A.4A .4 .4M1M1 M1M1M M1M1M1M1. .4AAAAAAM .4AA Tm JJ .4N .4N .4141014100 .41411 .401TNANm1A .41 m NANm1AAmm 14.40 TN .4Nm14 .414101.40m.1 momNA6 .4N TNf0 .4NAN T NT0.4141114). N mxxmmA0 0&1.4010111 -,. Vaxxm INY }14%X14011014 m6661 AM .4 A A .4 .4 A .4.4.4.4.4 .4 .4 .4 .4.4.4 .4.4 .4 00000000 .1.1 .4 .4.4 AAA .4 .4 .4. AAA. IA .4.A1.A.AA.A.A.AA.A4.4r'1111.4AAA 0000000 0010000000000100000010000000NN A..11mTSS mmN TNAN m1A .41400 .414011ANm11AmMN .4mm4A0m N .4010.40014.40 T N .4N m4A0011 .4000. .4oma .1Om4Amm1AN10N.4 0014 .40n NN ,.1- MIosnl.1 Nm l.1A0 T NANn 4ANf aA 6 .4MMAm .1.144000000000.3.3.3.3 M1M1 ........... 00000000.1.1.1.10000 m m m m m m m ul m m m 1 ......... 0- 0- 0- 0- 0- 0- 0- ........ N N N N m f m m = 0 0= 0 0 0 0 ...... .4.400.3. 0 0140 N O N 0 N O O N 0 O O O 0 e < M1 e N O 0 O N N O O N J 0 0 m N N N m A A A A N 0 0 0 0 0 0 0 0 • 0 0 0 0 0 o NC X X. 3C X X X X x x X x X x X x 0 co 0 " 0 0 0 0 0 N O 0 0 0 O co 0 N Co - o o o o . 01 m d • O. m 1n m S m m 0 N 0 x x x x x x x x X x X x x x X 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 O 0 O N N N 0 N N WI an N m p O o m T m S S N W C V. V l7 W 0 0 0 0 0 x x 2 2 M 0 W W X X X 11 Y IV m A .4 rU N 0 0 0 0 0 0 N N N N T T T T N N A A m S N J M1 N N N N A N M1 A • 2 28 HNG 2.00 X 2.00 X 0.1675 45 167 7S 6P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 166 73 6P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 29 HNG 3.00 X 3.00 X 0.2500 45 169 26P 9P 10.0 25.96 50.09 3 3 1.00 0.50 0.50 130 65 102 190 26Y 9P 10.0 25.96 50.09 3 3 1.00 0.50 0.50 130 LS 102 30 HNG 2.00 X 2.00 X 0.1875 '45 191 12S 13P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 192 123 13P 13.4 4.77 22.59 3 3 1.00 0.50 0.50 261 130 204 L/R < 300 31 HNG 3.00 X 3.00 X 0.2500 45 113 27P 14P 10.0 25.98 50.09 3 3 1.00 0.S0 0.50 130 65 102 194 27Y 14P 10.0 25.16 50.09 3 3 1.00 0.50 0.50 130 65 102 32 AXBR 2.00 X 2.00 X 0.1875 45 195 5I 52 11.5 5.10 22.59 3 2 3.00 0.50 0.50 224 112 174 L/R < 300 196 53 51 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 33 AXBR 2.00 X 2.00 X 0.1875 45 197 lOS 102 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 116 103 101 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 34 AXBR 2.00 X 2.00 X 0.1675 45 199 155 152 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 200 153 151 11.5 5.10 22.59 3 2 1.00 0.50 0.50 224 112 176 L/R < 300 35 ABR 3.00 X 2.00 X 0.1675 45 201 10 S 103 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 202 101 102 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 36 ABR 3.00 X.2.00 X 0.1675 45 203 15S 153 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 168 223 L/R < 300 204 151 152 6.2 7.66 26.52 3 3 1.00 1.00 1.00 101 166 223 L/R < 300 37 ARM 3.50 X 3.50 X 0.2500 45 205 51 4P 15.7 43.21 51.19 3 3 0.33 0.33 0.33 57 57 90 206 52 4P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 60 ARM 3.00 X 3.00 X 0.2500 45 207 SS 51 8.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 206 53 52 6.2 16.64 26.52 3 3 1.00 1.00 1.00 305 105 165 36 ARM 3.00 X 3.00 X 0.2500 45 201 SS 3P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 210 53 3P 11.9 28.41 39.76 3 2 0.50 0.50 0.50 77 77 121 31 ARM 3.50 X 3.50 X 0.2500 45 211 101 9P 15.? 43.21 51.91 3 3 0.33 0.33 0.33 57 57 90 212 102 9P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 10 40 ARM 3.00 X 3.00 X 0.2500 45 213 10S 6P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 214 103 6P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 41 ARM 3.50 X 3.50 X 0.2500 45 215 151 14P 15.7 43.21 51.99 3 3 0.33 0.33 0.33 57 57 90 216 152 14P 15.7 43.21 51.19 3 3 0.33 0.33 0.33 57 57 90 42 ARM 3.00 X 3.00 X 0.2500 45 217 155 13P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 218 153 13P 11.9 26.41 39.76 3 2 0.50 0.50 0.50 77 77 121 44 HBR 2.50 X 2.50 X 0.1675 45 219 193 22S 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 220 191 22S 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 221 192 22Y 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 222 193 22Y 7.6 9.79 24.11 3 3 3.00 1.00 1.00 120 120 169 223 19S 23S 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 189 224 191 23X 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 225 192 235 7.8 9.79 24.19 3 3 1.00 1.00 1.00 120 120 169 226 193 23S 7.6 9.79 24.19 3 3 1.00 1.00 1.00 120 120 369 43 HEIR 2.50 X 2.50 X 0.1875 45 227 16P 163 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 228 161 162 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 229 16P 111 6.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 196 L/R < 300 230 163 162 4.2 9.16 26.52 3 3 1.00 1.00 1.00 126 126 198 L/R < 300 45 HNG 2.50 X 2.50 X 0.2500 45 231 71 26P 7.1 14.67 31.76 3 3 1.00 1.00 1.00 110 110 173 232 72 26Y 7.1 14.67 39.78 3 3 1.00 1.00 1.00 110 110 173 46 HNG 2.50 X 2.50 X 0.2500 45 233 121 27P 7.1 14.67 39.78 3 3 1.00 1.00 1.00 110 110 173 234 122 27Y 7.1 14.67 39.76 3 3 1.00 1.00 1.00 110 110 173 47 ABR 2.00 X 2.00 X 0.1875 45 235 101 26P 6.4 7.40 22.59 3 3 1.00 1.0D 1.00 124 124 194 236 102 26Y 6.4 7.40 22.59 3 3 3.00 1.00 1.00 124 124 194 46 ABR 2.00 0 2.00 X 0.1875 45 237 151 27P 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 194 236 152 27Y 6.4 7.40 22.59 3 3 1.00 1.00 1.00 124 124 114 49 ARM 3.00 X 3.00 X 0.2500 45 239 10S 101 8.2 16.64 26.52 3 3 1.00 1.00 1.00 105 105 165 240 103 102 8.2 16.84 26.52 3 3 1.00 1.00 1.00 105 105 165 50 ARM 3.00 X 3.00 X 0.2500 45 241 155 151 6.2 18.84 26.52 3 3 1.00 1.00 1.00 105 105 165 242 153 152 6.2 16.84 26.52 3 3 1.00 1.00 1.00 105 105 165 51 TOR 2.00 X 2.00 X 0.1675 45 243 22S 22Y 15.6 2.21 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 244 23S 230 15.6 2.21 13.26 3 1 1.00 0.50 0.50 303 152 237 L/R > 200 52 DOM 0.10 X 0.10 X 1.0000 45 245 22S 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 246 225 230 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 247 22Y 230 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 246 22Y 23S 11.0 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 249 27P 27Y 5.2 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 1 250 26P 26Y 5.2 0.45 -36.11 1 1 1.00 1.00 1.00 1 1 3 251 24S 252 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 252 24S 250 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 253 24Y 25X 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 254 24Y 25S 16.3 0.45 -36.11 1 1 1.00 1.00 1.00 2 2 2 255 295 30S 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 256 29S 30X 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 257 29Y 300 21.2 0.45 -36.11 1 1 1.00 1.00 1.00 3 3 3 258 29Y 30S 21.2 0.45 -36.11 1 1 3.00 1.00 1.00 3 3 3 53 TBR 3.00 X 3.00 X 0.1875 45 259 24S 24Y 23.0 4.89 13.26 3 2 1.00 0.50 0.50 294 147 232 L/R > 225 260 25S 250 23.0 4.89 13.26 3 2 1.00 0.50 0.50 214 147 232 L/R > 225 54 KIM 4.00 0 3.00 X 0.2500 45 261 24S 265 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 262 24S 261 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 263 24Y 282 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 264 24Y 283 25.2 11.29 26.52 3 1 0.67 0.33 0.33 156 111 153 265 25S 26S 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 266 250 281 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 267 250 262 25.2 19.21 26.52 3 1 0.67 0.33 0.33 156 111 153 266 255 263 25.2 19.29 26.52 3 1 0.67 0.33 0.33 156 111 153 55 LEG 6.00 X 6.00 X 0.5000 45 261 21S 285 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 270 211 261 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 271 212 262 20.6 231.85 248.06 3 1 0.33 0.33 0.33 33 33 51 272 213 263 20.6 231.65 246.06 3 1 0.33 0.33 0.33 33 33 51 56 1186 5.00 X 5.00 X 0.3125 45 273 28S 295 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 274 261 29S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 275 262 29Y 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 276 283 29Y 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 277 265 305 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 278 261 300 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 161 279 262 30X 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 280 283 30S 15.0 35.07 53.04 3 3 1.00 1.00 1.00 114 114 181 57 TBR 4.00 X 4.00 X 0.2500 45 261 29I 29Y 29.9 11.18 26.52 3 3 1.00 0.50 0.50 267 144 226 L/R > 250 262 30S 30X 29.9 11.16 24.52 3 3 1.00 0.50 0.50 267 144 226 L/R > 250 56 KBR 6.00 X 3.50 X 0.3750 45 263 295 31P 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 264 29S 311 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 265 29Y 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 286 29Y 313 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 267 305 31P 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 266 300 311 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 289 300 312 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 290 30S 313 41.3 26.52 26.52 3 1 0.40 0.20 0.20 102 100 129 59 LEG 6.00 X 6.00 X 0.5000 45 291 26S 31P 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 292 261 311 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 293 262 312 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 294 263 313 36.0 265.20 265.20 1 3 0.20 0.20 0.20 35 35 54 61 XBR 2.00 X 2.00 X 0.1675 45 295 19S 192 22.0 3.16 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 296 111 193 22.0 3.16 22.59 3 3 0.75 0.50 0.50 321 214 336 L/R > 250 62 XBR 2.50 0 2.00 X 0.1675 45 297 21S 212 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 296 211 213 32.5 2.16 22.64 3 3 0.75 0.50 0.50 369 325 457 L/R > 250 Commonwealth Associates, Inc. Page 5/17 .. . 1 1P • -• 0.163 , :1.453 ' 1•453 ' • 2P. .: 0;144 • 13.537 :12.144 3 '21 ' 0.217 ' 14.622 . 12.952 • 22 ' 0.217 . 14.622 12.952 .23 ' .- : 0.191 . 13.537 . 12.144 . 6 3P 0:114 9.639 4.506. • • 7 . 4P . 0.140 15.673' 5.462 .. . 6 '11P'' . 0.114 9.639 ' 4.506 . .... 7 . :1 !, ' -9 IP ' . 0.175 • 13.702.. 4.130 ID. 13P 0.114 • 1.631 • 4.501 . • . . 11 14P: . 7 0.175 •• 13.702 4.130 .: • ' :'12 :, ' 16P, . ' 0.411 24.060• ' 24.060 24.060, 24.060 • ;,' • „ ' 14. 112. . 0•411 24.060''. 24.060 • , ' --, • 15 ,' 113 . 0.491 24.060 . 24•060 ., 21P - 0.054 . 4.101 2.235 • .. ',''' 17 26Y 0.059 4.101 • 2.235 .'' :'i ' ':..16 • 27P :0.059 . 4.901 ' 2.235 0.051. 4.101 ' 2.235 20 31P 0.000. 0.000 .0.000.... • 21 • 311 • 0.000 '0.000 . 0.000 . . 22 . • 312 .. 0.000 0.000 • 0.000. • 1 2 23. . 24 23 % • ...55 . .313 ' 0.000 0.000 0,000 0.269' 16 • 16.315 :. : • 25 . .- 51 : • 0.310 19.600 . 16.565 .1 0.310 11.600 : 11.565 27; . 53 . - 0.261 16.166 16.345 0•114 . 11.166 • 11.466 . . ,,,. . 221 • 61 • 0.114 ' 11.116 ' 11.168 .' . r ''.. 31 13 .11.194 . .11.966 I 11.166 . • 0.194 . .1146C , 11.166 32 . :7S. V.231 15.744 13.200 33 2 - 71 - 20.228 . 15.107 12.623 • 34 : •12. ' 0.228 • 15.107 12.823 . • 35, : •• 73 ' 0.231' 15.744 13.200 12 : 37 ' '101, . .0.316. 23.743 11.435 36 1 . 105- 36 . 102 . 0.398 0.366. ' 21.077 11.304. - 23.743 • 14.135 34' ' A.03 :. 0.368 . 21.077 11.304 , • 40 11S• • • 0.352 17.782 • 17.782., • 41 • 111 ' 0.352 .17.782 ' 17.762 • 42 112 • •,0.352 17.782 17.782 .. I--. '',, :. 45 ' • 121 . 0.365. 20.421 . 18•637. :. 43 . 113 • • 0.352 17.762 17.782 • 44 12S •. • .0.388 • 21.609 .: 19.015••• • ' 41 • 122 •• • 0.385 • 20.921 16.637 47 ' 123• . 0.366 21.604 . 19.015' 48 155: . 0.416 25.673 23.100 49 ' • 151 , 0.527 26.340 24.531 50 152 . • 0.527 26.340 24.531 51 153 - 0.446 25.173 • • 23.100 52 215 ' 0.692. 30.617 . 30.617 53 - 211 .• 0.692 30.617 • 30.617 54 .212, • 0.612 30.617 30.647 SS 213 0.612 30.847 • 30;697' ..'. 12 :7 . S6 : . 172 175 171 : 0.447 0.447 21.431 21.431 0.447 21.431 21.431 . 21.431 21.431 54 . 173 . 0.447 21.431 , 21.431 60 .185 0.436 20.617 • 20.617 61 161 ' . 0.436 20.617 20.617 62 162 ' 0.436 20.617 20.617 1: . 65 . 201 . 0.565 _66 67 63 64 ' 11: 0.565 31.307 31.307 203 . 0.585 31.307 31.307 202 ' 0.565 . 0.436 20.817 ' 31.307 31.307 20.617 31.307 31.307 66 11S ' . 0.322 13.916 13.916 1.._ • 70 :: 13 2 4 : 1 : 0.322 73 71 22Y 112„ . 0.322 13.916 13.116 0.220 0.220 16.727 11.616 0.322 13.116 16.727 13.116 11.616 13.916 13.916 74 23S 0.220 11.618 16.727 75 235 0.220 11.616 16.727 74 245 0.414 33.667 21.171 1...... 77 78 79 24Y 255 25X 0.414 0•414 0.414 33.667 29.171. 29.171 29.171 33.867 33.687 80 265 1.311 64.764 64.764 61 281 1.391 64•764 64.764 82 262 1.311 64.764 14.714 1- 63 283 64 215 0.919 53.530 45.739 65 66 29Y 0.119 53.530 45.739 305 1.391 64.764 64.764 0.119 45.739 53.530 67 305 0.911 45.731 53.530 . .. . . , . : .,..• •. . . ' -' •. ' '. '....; 'r ' ••••• ' ..',., '':. ' .•:, •• :, ' •• .. . ' • . • • . .. '• ' . :, , , , . .. , . . .,. . . . . . .. .. „ . . . .. . : 13 ••••' .XBR . fe•50' 5 2;50 0.6,11175'.•. 45'291 285 •:2112 :'42.3• •• 1.97 ...24.52''. 3 3 0:75 ti.sti o.io :iiiii. 321 :513 LiR•) 250 . , .• . . .. • ,. . . . . . . . , . . . . . . • ..-: .' • • : , 300 :2111 2113.• • • 1•17'...26.52 3 30•75 0.50.0 .50 . 461 321 513 1/1 )250' 2.. ,.. . .. . .. - ' . • • . . ,. . , ., . .. . • • ., .. • .. . ..• . •." . . , . ..• ... • . . . . . '.. . ' . .. '„. gig 70VER DEAD LOAD AND DRAG AREAS JT.'. . J UNFACTORED - • DRAG-ARCA : • ' •- ' • •::, 'NO. ,LABEL DEAD LOAD • 5-DIR.. Y-D/R. • '. [ ' ...- • 2 '....• . ....:: . .... , - ••• .-,..,:. ..• ...-.' .. - ,.•.• : ,. . , . .. . . .... .. . ..' " . • • . ,- , ..:• ,.. , ,',.,',,.• .. . .. . .. . .< . .., . .. . . ... . . . , . ,. • .. (kip) . . (f tee) (rta2) .: . . 1: • TOTAL 35.214 1908.347 1714.952 mms VECTOR LOADS FROM FILE 1 ms\plo\tower\clients\jm\jm3ba.1oa DEAD STRENGTH WIND DESCRIPTION USE LC LOAD REDUCT. .-FACT.PRESS.. +-VELOCITY-. FOR NO. DESCRIPTION FACT. FACT. (RAN. LONG. 'RAN. LONG. 11.519 (PSF) (MPH) (MPH) 1 1 ShitTL LONGIT LOA 1.500 1.000 16.00 0.00 71 2 2 TLaTR LONGIT LOA 1.500 1.000 16.00 0.00 71 3 3 FURL LONGIT LOA 1.500 1.000 16.00 0.00 71 4 4 nem LONGIT LOA 1.500 1.000 16.00 0.00 71 5 5 MLIBL LONGIT LOA 1.500 1.000 16.00 0.00 74 6 6 OLtBR LONGIT LOA 1.500 1.000 11.00 0.00 79 11001001111 11001001111 11001001111 11001001111 11001001111 11001001111 Commonwealth Associates. Inc. Page 6/17 liii L L [ t. 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 1:SWITL LONGIT LOA C IP C 3P • ' C 4P C 8P C 1P C 13P C I4P 2 2 TLITR LONGIT LOA C IP 3P C 4P • C 8P • C 1P C 13P C 14P 3' 3 TIM. LONGIT LOA , C IP 3P C 4P • C 8P C 9P C 13P 14P 4 ' 4 ML8MR LONGIT LOA C 1P. 3P • C 4P C AP • 1P C 13P C 14P 5 5 MUM LONGIT LOA ' C IP • C 3P C 4P C 8P C 9P C 13P C I4P 6 BLUER LONGIT LOA C IP C 3P C 4P C 8P C 9P C 13P C I4P NOTE: Fuse *160 is buckled and its NOTE: Fuse 6 180 is buckled and its NOTE: Fuse 6 1110 is buckled and its NOTE: fuse 6160 is buckled.and its NOTE: Fuse '180 is buckled and its NOTE: Fuse nes is buckled and its NOTE: Fuse 6 227 is buckled and its NOTE: Fuse 6185 is buckled and its NOTE; Fuse 6227 is buckled and its NOTE: Fuse 6 229 is buckled and its NOTE: fuse *185 is buckled and its NOTE: Fuse 0196 is buckled and its NOTE: Fuse 6 198 is buckled and its NOTE: Fuse 6227 is buckled and its NOTE: Fuse 0227 is buckled and its NOTE: Fuse 0198 is buckled and its NOTE: Fuse 6 200 is buckled and its NOTE: Fuse 6227 is buckled and its NOTE: Fuse 0227 is buckled and its NOTE: Fuse 6 196 is buckled and its NOTE: Fuse 6 181 is buckled and its NOTE: Fuse *182 is buckled and its NOTE: Fuse 13,63, is buckled and its NOTE: Fuse 6162 is buckled and its NOTE: Fuse 6 204 is buckled and its NOTE: Fuse 6 162 is buckled and its 1.013, 3.361 3.361 3.361 3.361 3.361 3.361 1.013 3.361 3.361 3.361 3.361 3.361 3.361 1.013 3.361 3.361 3.361 3.361 3.361 3.361 1.013 3.361 3.361 3.361 3.361 3.361 3.361 1.013 3.361 3.361 3.361 3.361 3.361 3.361 1.013 3.361 3.361 3.361 3.361 3.361 3.361 AE is AE is AE is AE is •E is AC is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is AE is 3.902 7.402 7.402 7.402 7.402 7.402 7.402 3.902 7.402 7.402 7.402 7.402 7.402 7.402 3.902 7.402 7.402 7.402 7.402 7.402 7.402 3.902 7.402 7.402 7.402 7.402 7.402 7.402 3.902 7.402 7.402 7.402 7.402 7.402 7.402 3.902 7.402 7.402 7.402 7.402 7.402 7.402 reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced reduced mes MEMBER FORCES FOR ALL LOADING CONDITIONS (kip) ass POSITIVE FOR TENSION-NEGATIVE FOR COMPRESSION 9.375 0.000 18.125 0.000 0.000 0.000 0.000 0.000 18.125 18.125 0.000 0.000 0.000 0.000 0.000 0.000 18.125 0.000 18.125 0.000 0.000 0.000 0.000 0.000 18.125 16400 0.000 0.000 0.000 0.000 0.000 0.000 16.125 0.000 18.125 0.000 0.000 0.000 0.000 0.000 18.125 18.125 to I N for load case I to 1 N for load case 2 to 1 N for load case 3 to I N for load case 4 to 1 N for load case 5 to 1 N for load case 1 to 1 N for load case to I N for load case 2 to I N for load case 2 to I N for load case 2 to I N for load case 3 to 1 N for load case 3 to I N for load case 3 to 1 N for load case 3 to 1 N for load case 4 to I N for load case 5 to I N For load case S to I N for load case 5 to 3. N for load case 6 to I N for load case I to I N for load case 2 to I N for load case 2 to 1 N for load case 3 to I N for load case 5 to I N for load case 5 to I N for load Me L GROUP ---• MEM • LABEL DESC. NO. LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 I LEG 1 -5.071 -2.936 -0.576 -3.035 -3.991 -2.651 2 -6.166 2.121 -0.231 2.220 3.176 1.836 3 9.657 1.570 3.930 1.471 0.515 1.655 4 -0.250 -2.365 -4.745 -2.286 -1.330 -2.670 0 HBR 5 0.072 0.056 0.045 0.176 0.056 0.011 6 -2.071 -2.061 -2.096 -1.968 -2.043 -2.129 7 5.366 2.047 3.247 3.566 3.493 3.416 6 1.207 4.872 3.303 3.580 3.562 3.413 3 XBR 9 -2.793 -5.697 -2.546 1.161 1.915 1.045 10 -3.510 -4.022 -4.195 -0.366 -1.102 -0.392 11 1.517 3.266 1.798 -0.313 0.366 -0.317 12 3.683 7.625 3.063 1.044 0.254 1.050 13 -0.716 2.440 -3.917 -0.33? 0.101 -0.393 14 6.074 1.413 2.762 -0.296 -0.662 -0.334 15 -8.375 -2.011 -5.437 -0.233 0.171 -0.299 16 -1.704 -3.234 1.050 -0.389 -0.677 -0.430 4 %BR 17 19.226 6.904 17.564 5.561 4.044 5.602 16 -23.525 -12.494 -22.816 -7.970 -7.011 -7.763 Commonwealth Associates, Inc. , • • Page 7/17 X J O J O J r r X X r -1 1.1 N t7 0 H 0 0 Cl 0 M A it h G1 A M. A A N. A Cl C L. • u• uonsmmmmmmmmm • O J O J r N r W N Y O J P J f N r W N Y O J P J P N t W N Y O J P J P N t W N Y O J b J r N r W N Y O J P -4,1-4-1.4 r I r W N Y ............ y r in N N N N N N N N N N t i ...... r L t W W W W W W W W W W N N N N N N N N N N Y O J 6 J r N t W N M O J b J r N t W N M O J 6 J r N i W N M O J b J r N t W N Y O ..... t W N Y O J I 1 I 1 1 . 1 1 1 t M t Y Y 1 M 1 1 Ile ..I1, Y I Y M I M 1,1.. M 1 1 1 1 1 1 1 1 1 1 11 1N 1 1 1 M W N Y N 411 I in; W -...10 J M P 01.4111.10 t M J t L M J W N Y J 1110 P NMI N N N N I NM mm 1 1 INN S M N mint 1 N Y M 1 1 1 1 1 INN 1 I M N M 1 1 M N M N 1 1 J W W 6 W ..... M ...... W O J r O N N M i L Y W J P M W J P M t W M N P J J J t M M M O O N N N W N N M r M W W r r Y N M W O r W N r i J t w W M O 0 m r W J r W O Y N W O O O W M J N l W Y J N J P J W N J M W b J A • • • . • . • . . . • . • • • . . • • . • • . • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • . • . • • • • • • • . • . • . . • • • . . • • • . • • • • . • . • J N O O P O J W ..... In W N W N r J W P O ...... N W P W J'P W r Y J t P N W r M J O P J J W r N W In N N 6 W W r W O W N N r J 0 N W O P O J M J Y N Ji P J r t r N r Y l P W r J N W P J J t J N N ........ • PIn N ...... W Y J t W t 6 O O W ..... O W O r J N O N J r N M J O 6 J O O N W 41 P J J Y P L J N W P M IV Y N t N O t 1n r r O a 6 O Iu r O O O N Y r N J N O J N r Y W ..... W ..... In ..... In r N r r O r J N J m mm P wm r r a. P J m P J N J J O mw 6 M O J W J r M O i V N J O O N r J t O ......... In J J W Y i J r N O J L Y N J N J J N J M J b N Y N O i O W ..... mu J N J W N M r N O O J W N ....... r oar M O I 1 1 1 1 1 1 1 I Y M M I M M I M 1 1 1 Y Y 1 M M I Y WOW M I N. M I 1 II 1 I II 11 II II 11 1 I 1 N 1 N M N 1 1 c; i IY t O M Y ...Now= J N r P IY r P M r 1 J Y P I O l Y Y I M Y M Y M Y I Y Y M Y M M Y M r M N win W I Y I M Y I M M M M I Y Y I I M I M M 1 W N J r N J ..... N a. 6 M 6 J N J N P N O ...... M L r J W t r J 6 W Y N W J t J N W ...... W O L W r Y J i N r W t O J M N L N J N 6 M W O J r O W N O W N Y M O M L O W W J r O M N 6 N N J W t J N J N N 6 r N . . • . . • • . • . • • • . . • . • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • . • • • • • . • . • . • • • . • • • • • • • . • O P 6 O t J P O N J O N ....... W J 6 1Y r N W M W W N N r P O J M r N N N O 6 6 t r M W ...... we J r M r J J ..... N W W W N 6 J N r J N N M J P P W N 6 W N ..... J W P N J W N N W N O N M J N W N r O J N J r O M W P N M J t L W Y J O r Y11n t W 0 ..... N J J O N J J O ...... 1Y i W O t t r W t r O J Y 6 W J r Y O O P t J Y r M N N J W t W W N J i r O P In t M P O N N r W J r N W O Y Y J M M J O N W N 6 W N O N J ...... W L W W O m N r J W r J J J J J w 0 J N J r P In r J O 6 W N W J Y M 6 O N J N L W M W W J O O t O W P J J J N N W W J r'J O J r J t N M r M N W W M N Y J M M N t J _a J P N N O J W ............... mm O 1 I 1 1 1 1 1 M r M Y 1 .1 1 Y I M WOW M I Y WOW M I it 1 I 1 1 1 1 ft 1 I 1/ 1 I- 1 I I I N N L I Y W 1 N O mine; J Y N I r t L M r W N M J W N M J W N M J N r M J M W W M M M W W M W W M M M W t M W W M M M t W M W 1 W M N 1 N 1 M 1 1 1 II WWII N M wwil M N in . - . ; J J O 0 m J a J r J ..... m r W N O r r J m Y In ......... YIr m Y W J J M W O Y J C O Y i P N t O N r r N t J 6 W N r r N J N W 6 J r N W N N W r J M N r P Y O M M M N i N J J P O N M ....... J W ...... . . . • . . • • . • • . . . • . . • • . . . • • • . • • • . . • . • • • . • • • • • • • • . • • • • • • • . • • • • • • - • • • • • • . • • • • • . . • • • • • • • • • • . . . • • . • • • • • • • • • • • • • • . • • • • N y t W J WIn ..... N 6 N Y1Y 0 6 W W ...... mum ...... N P P 6 W r IY t 1L ...... memo W W W P W t r W i W O r M N ...... N J N W N 6 M W N W N O J P O r J J O J W J N r W N N t N J O N N t r t J r ...... N t J N J r N J P 6 N t W ....... N J P O J J P J J N J L J J W M N J Y W J N 1n r N Y O t J Y 0 Y P 111N ...... t Y Y J 6 W W O M W J J W i N in t ..... W N N O J W ........... O J In W . J .2W W M J O W O L t t J J ....... N r N J P N O O t M O W M J W L J M 6 Y M r t N N W M N ...... N N r P W J N J J J J N r J J P N J N O P Y W Y N 6 J N t W W N N r 6 N Y N O O r N J M O t N O 6 L t N L r N N b N 1 1 1 1 1 M 1 1 1,1 1 1 11 Y Y 1 Y M 1 Y Y I M . Y 1 I 1 1 1 1 1 1 1 1 1 1 ml IY M N I W Y W O N N W 6 Y O W c, J W W 1V r w w W e o 0 IY m c O N w r w N w r i r 1 Y Y 1 Y Y Y M M Y Y Y I W W W W 1 M M W Y Y . Y Y M 1 1 1 M 1 1 1 it 11 1 1 1 M M. nrin OIUNWIn0001nwmmw N6PJMJNa 66tNJJJrrrwwrWY JOYJr WtMOJ JMMWPi JONJ JNLJr0OtYONWtOOMLNJNOMMOJNNPO YYONJ . . • • • . • • . • . • • . • • . . • • • • • • • • - • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • - • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • . • • • . • • • • • • . • • • • • • O J J J O J J Y r N r 6 L W b r W P 6 0 6 L W ..... -a -mm P N r O W W b Y t In J r J N N P N L P J N Y J M N ........ W Y m N L W J J M O m L J J J J M O N r O J N N N r J N M W b M i r M M r N N N P N N r N Y W N MN ..... t 6 W N J r J P L 6.0. r J r M O ..... O N J mom P C O M b J i W Y N r L Y N Y N W N J M J O O O t J r O Y O N J N Y N t O P W J ...11.1.• t O W J M P W M M J O J r O a 2 r N N O Y N .1.12.1101:1 i r M O Ina W r W N P N r P J N ............. N L N J N N r a J N W t O J arm W O J L Y J J Y J J O L O Y J r W W r N r O J Y N t N t In J Y t O J N W O J M O .......... Y W W O N L Y r L N N J P M N r N J O r N r N • 1 1 1 1 1 1 1 I I 1 1 1 I I I M w i l e M I Y WI Y Y I Y M 1 1 1 1 1 1 I 1 1 1 Y W W i 1 Y r W ..... J W 6 t N M r t W N W N N W N N N W N N N t N r N L N r M N N mini MY Y N I I NW ...wt. mm W M M N Y Y M M 1 1 1 1 1 II I 1 1 1 1 1 se I N J Y ...... O In O t 6 N r W L W Y J W r J t t W P 1n J J J r O J O O N O t W O W N N L N W N P J W N N N Y b Y Y N O P Y N N Y M J N ..... NO b J N N J N N M r Y O N N M Y O W J N P M w M 0 0 P r t J O 0 M M r P t . . . • • . . • • • • • • • . • • • • . • • • . . . • • • • . • • • • . • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • . • • • • • • • • • • . • • • • • • • - • • • • • . • • • . • . • • • . . . J Y OIY JIn W P W J 6 M t O Ym r W N N Y M J J L L P W O P J N N W N O W J N ..... N J 0 1n M r IY r N N r i N r t t N W ....... N M r t N P r O O O O M W J ....... i -a J M W J N N P 1Y M Y r J N M J P M r 1Y P J i O M O W W .......... ...... O J r t r J Pin J J t i MIn Y r O J P W W r 6 6 J M N ..... O O ........ N t r Y r O O r t L P W O r N in O M P a O O J N M 0 6 r b W P O M Y J M O 1Y N O P r Y P J i 1n P N M Y Y P P W In y O P N J M O O t M J W ..... N P N P O J O P O O w M Y J ..... W M 1 1 1 1 1 I I I I I 11 1 I I I M M I M Y I Y WOW M I M Y 1 I 1 1 I 1 I 1 1 1 t I N Y/Y Y M J J r J ........ W N M t r M r L J M L t J Y L t J O N W P Y r N 1 1 1 M M Y 1 1 1 1 Y Y M Y Y M Y Y N M M N M M M Y 1 1 it il .1 II 1 1 W N r Y O n M N N ..... J P Y J W .......... -act Y J 6 W ..... O t J N O Y t O O W N N W N O M N W Y M t N M O N O N t O N N r J P Y N J P W W P i O O i Y O W W Y O O M 0 r r r O Y M O J 0 M J 0 M Y O 0 J r W J J W J r O t t O .. r .. N MIn t N N t N J r N N r i t W Y J J 6 I n t N J 6 W ..... Na. r J J Y J J N O O N O W W O O N J r J O J r Y J W O O O O W N N r 0111 N t N r O .... J N i N N W In t J N P J t N W N W t W ..... acs-mm J O J W W ...... J J _ mm N J N t J O r i J Yln JIL P N N M N O t r O Y RIN J N r N J Y O N M N P O M J N r O ..... t r J P N t i P J O J J J i N O O J N Y N N O O J b 0 N J P.Y r W J P J O O W J 0. P O r N t M O O W 6 Y N J N O J J O P J O J 0 O J J O r J N J W P N W O M Y t r M N J N W P W i J J P J r W t W Y W N J N r P W W Y N N J O r W J O 6 M L NY M N W J N N ...... N P W N N J N r J N W O J P J J O ..... L Commonwealth Associates. . ' . . . . . . . 132 XBR• 131 , • 134 • 137 136 135 136 '1171.I:71 -6.454 :::::: -7.440 22.341 0.644 -::::: -::::: .9.357 13.009 1.624 3.040 :;;;.77I; - 31.400 -1.106 -1.273 -4.633 -3,443 i.6 -14.354 -24.466 --!2461' --1.;:4636! AB 23.630 3.069 5.122 17 -16.225 23.352 R. t 5.705 141 -0.131 -3.175 768: -1.55 7. :1 • 143 144 142 -16.415 -4.604 i0.: 4.949 -1.642 112:3:.t012112 -:::::: -40:::: -1 -17.955 -16.676 -1231.! -1.991 2.331 145 141 -0.743 -2.340 6.701 -12.413 16.811 -::::: 0.664 13.992 18.201 -4.442 12.649 6.611 :.::: 19 KBR 11: 141 -::01: 2.024 -n 15.553 -3.066 i'. ::.606 1 7 4 3 4 4 151 150 -0.435 -17.560 ::::::: 15.867 0. 1.355 152 -12. 1.013 - -ii 153 154 -4.693 0.570 21.953 -0.915 --g.;914: -13.571 4.795 -21.000 17.040 -6.656 4.121 ' 20 . . • KBR 1g . _ .151 157 156. 110 tit 0 -8.009 g 1.005 . 9.060 --2:44606 -12.250 0.122 -2.907 1. 2.335 -:::::: 16.591 12.622 -2.651 3.686 E!!!!! 11.434 14.026 -2.379 -0.462 -1.527 0.785 21 - • . 162 -10.470 -0.491 -6.670 -5.544 -:::376773 6.646 ---010.0717110:1 - 41370771 1.11g 161, 13.151 • KBR 113 -16.141 -0.219 165 7 1. 0.766 -3.307 -12.104 3.853 • 117 • . 111 118 -13.676 11:11:: --11:68. -::::: ::::::: 1 ::::::: ::.::: - 164' 170 . 1::::: -6.126 - ::: 1 7 7 0 14.344 iiii 11.861 -013.;;2 2 0 .30 0.215 6.445. _ 23 . -NOR 171 1::: - -0.501 -4.078 175 173 174 -0.114 -00:13:: -0.614 -0.606 0.360 -0.609 0.374 -0.671 0.435 -0.622 -:.::: 0.366 ::.::: -0.612 0.211 0.371 172 24 • .176 177 -0.121 -0.121 -0.120 -0.115 -0.120 :::::: : 11 -3.661 !!.!!! -0.117 176 0.374 -:.::: -0.116 -0.226 -::::: 25 X131 311.01 -::::: 13:' -2.151 -3.660 0.510 ::.::: 26 27 5011 /66t HNC 163 -4.132 3.560 3.651 4.113 1. -0. 349: -3.893 -0.000 -::::: 11 9:::: -... ::11:I 3.555 3.847 0.000 4.604 4.727 -0.669 5.002 HNC 185 • 4.972 26 H 29 NC 16 .-4.0ID:pt 3.352 -1.666 - -0.000 4.317 3.694 11.562 4.990 ::::: 3.245 4.423 71i2 31 HNG /1t . 0 1 .:1? ' 6.791 3.276 7.762 4.340 -7.758673 7.766 -0.352 7.780 1 6.020 -3.667. 1 7. 7 4; 30 HNG 189 7.762 7.782 7.763 7.779 7.766 • 7.785 32 AIM a! -0.000 1496 NG 193 7.762 7.762 7.140 7.763 :::::: 7.782 7.785 1.455 -::::: -0.454 33 /MR 117 -1.720 • liiii -0.000 13.965 :::::: -1.955 -; 2 . : 71 6 2 2! !:::0 - 1 -0.365 34 -0.000 2:S:t 33 2.166 -; -4.420 -0.421 1.177 12.321 -2.206 AKBR lag • 1.116 2.009 2.432 36 ABR 201 -0.101. --13078.77/ iNii 1-018.505311717 -0.000 -0.016 ABR 203 -1316:07:11 ::: 1:6:71Z; 17.576 -6.475 37 ARM :g! -1.607 -211:: --1011 ;11 -0.000 -6.534 10 215:74714 IT2 38 ARM :g: ARM 209 -11.713 ::::::: 1 1 1 9: 1 4 1 1 1 6 ::::: 0.623 -6.505 -3.021 -3.016 0.567 -11.420 -VS.:1 0.563 39 40 ARM 211 -11.421 -1 -11.420 -0.100 1.: li iiii -:131:9917071 -41.310 -1"20 41 213 4.703 -3.552 -1::::: -1 :ii2i -:::::: -46.311 23.469 1.6 0.530 0.620 42 ARM :/ -11.421 -11.420 -11.421 ::::: 23.470 -3.140 1=3,1 H 1 ::::::: ARM 44 ARM :/7 IM : 221 222 223 224 :::201415 4 0:::: 1 ::::: -0.296 :::: 0.062 0.168 1.064 10!!!! -0.297 :::::: 0.269 :::::: 0.229 0.184 0.146 -0.204 2!"322'1:9: -0.427 4.291 -1E -0.073 -0.377 -0.07 -0.354 0.469 225 226 :2:St! -0.033 0.271 --1I -0.353 -0.063 -0.073 -0.377 43 HBR -0.000 -0.000 - 229 -0.000 -0.000 -0.000 lilli -0.000 9.351 230 11.035 9.062 9.595 5.556 45 96 HNC 231 9.030 ::::: s.ssa 6.631 5.557 5.559 ::::: 6.060 5.561 5.556 ::::: 5.556 112 0.664 -1.326 -3.645 HNC 233 ::15156 5.556 5.55 236 3.035 5.556 5.556 45 -1iii -2.387 47 *011 225 5 .556 5.556 3.0: 5.560 46 44 ABR :3 ARM pig ::::: 3.036 11:t iiii 3.036 -16.713 3.037 ::::: -Iiiii 3.037 242 -13.246 -6.527 6.567 -13.703 ::::: 7.166 -11.264 -19.217 6.341 -2.625 50 ARM 241 -9.661 -14.176 1.166 13.112 Page 4/17 Pays 10/17 F . 3 S I. 2. 23 4 ' .'. I. ' .. . :1. — . . ' • 0.0 ...1 .0.0 , • . . . 3 0.0 . . .. 4 . ' 0.0 CLAMP 5 17.7 3 CLAMP I. 17.7 6 CLAMP 7 17.7 5 CLAMP 6 0.0 1 Coamonwealth Associates, Inc. 1 0:'i.f.. ., :' '':::0*.g;':.,,::,',7.: 0.0 0 .0 :2 0 g iti.:: i , .:: , 0 : 1 1 j 1 ;:',;;;' , . •,:',::';':. 0:13 1 ;'::',':; .,:l.r,,...:::',..., • .....::::: 0 1 'g r ''' . • ; : : .. 1:::-..,::'.::':4:::‘.".:-.:::':'...::. • .,H'el',.,2;:,;::',.;:::-.....:,,,,,....;.:::,...,-..., ::,,•:,:..;:::.,:.,:,. 0:0 ,. 0.0 0.0 - 1....L: 3. 0.0 . ' • .:. , . .., 0.0 •.4 .i, • 5 ' • 0.0 I. 0.0. •i 24 1 , 0.0 2 0.0 • ..i 3 " 0.0: •', 4 0.0 • , 5 .. . I. . 0.0 • . .!.. „ . . as INSULATOR SAMOA Y FOR ALL LOAD CASES ,. ', ' ,• • INSUL INSUL MAX LC . • , '- TYPE NO. USAGE ,.NO . . (act) . 1 ,... CLAMP 1 4.1 1 CLAMP 4 17.7 4 ,.• CLAMP 2 • 17.7 2 CLAMP 3 17.7 1 , 1 4 ...„ • Page 11/17 C L L L 1. CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP ess MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES mom POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES •- GROUP -• • -- MAXIMUM LABEL DCSC. COMP. LC (kip) •u LC LC 1 5 2 T 3 T 4 n 5n 6 0 1 2 3 5 6 7 6 9 10 11 12 13 14 15 16 17 19 11 20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 46 49 50 51 52 53 54 55 56 57 56 59 60 61 62 63 1 2 3 4 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 LEG HBR OAR XBR XBR XBR TIE ABR LEG 099 %BR TIE XBR LEG LEG OAR XBR XBR KBR KBR KBR LEG HBR 099 XBR HNG HNG HNG HNG HNG HNG AXBR AXBR AXBR ABR ABR ARM ARM ARM ARM ARM ARM HBR HBR HNG HNG ABR ABR ARM ARM TOR DUH TAR KBR LEG HBR TOR KBR LEG ARM XBR 009 %BR 25.429 29.259 25.499 29.261 25.656 29.321 1P 2P 21 22 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -6.17 1 -2.13 6 -6.38 1 -23.52 1 -21.76 1 -22.74 3 0.00 1 -1.99 3 -58.54 2 -43.30 3 -36.48 3 0.00 1 -36.75 3 - 204.44 2 - 146.52 2 -61.39 5 -29.97 5 -23.02 3 -21.00 5 -11.44 5 -16.82 3 - 186.60 2 -0.72 5 -0.00 1 -3.69 1 -4.13 1 -0.00 1 -3.89 1 0.00 1 -3.69 1 0.00 1 -2.62 1 -3.17 1 -2.21 1 -4.42 5 -6.86 1 -36.77 2 -18.77 2 -46.31 3 -18.96 4 -46.31 5 -18.99 6 -6.37 1 -0.65 5 0.00 1 0.00 1 0.00 1 0.00 1 -22.49 4 -19.22 6 -0.06 6 -0.61 5 -0.11 4 -18.19 3 T - 178.47 2 T -7.13 5 M -0.24 1 S -18.11 3 T - 161.45 2 T -21.20 2 T -0.57 5 n -0.24 5 M -0.20 5 M 33.103 33.755 36.750 32.380 35.529 31.061 9.375 0.000 0.000 0.000 FORCES - -• •-- MEMBER SIZE I MATERIAL - -. • - -- DATA FOR COMPRESSION CAPACITY MAX. BRACING RATIOS TENS. LC TYP LONG SHORT THICK. FY LEND. 0 -0 Y -Y Z -Z CN L/R CAP. (kip) (in) (in) (in) (ksi) (ft) (kip) 9.86 5.37 7.82 21.77 23.75 20.31 5.31 1.63 47.83 38.15 43.63 4.85 35.27 183.89 146.77 50.48 31.40 21.73 21.95 16.59 19.22 162.60 0.49 3.19 4.60 11.80 9.97 11.56 7.79 11.56 7.79 11.04 13.96 12.32 5 M SAE 2.00 X 2.15 1 S SAU 3.00 X 17.65 3 T SAU 3.00 % 21.73 2 T SAE 3.50 X 19.92 2 T SAE 3.00 X 23.47 3 T SAE '3.50 X 20.13 4 M SAE 3.00 X 23.47 5 H SAE 3.50 X 20.14 6 B SAE 3.00 X 13.69 5 M SAE 2.50 X 0.54 5 M SAE 2.50 X 5.56 5 M SAE 2.50 X 5.56 6 0 SAE 2.50 X 3.04 5 n SAE 2.00 X 3.04 6 B SAE 2.00 X 17.45 4 H SAE 3.00 X 13.79 2 T SAE 3.00 X 0.00 1 S SAE 2.00 X 0.61 5 H GUM 0.10 X 0.00 1 S SAE 3.00 X 16.90 5 147.31 2 9.01 3 0.00 1 16.46 3 146.24 2 15.15 2 0.46 5 0.07 5 0.09 5 - 165.744 - 171.046 - 174.842 - 171.080 - 167.956 - 163.417 4.053 0.202 0.207 0.207 1 S SAE 3.50 X 1 S SAE 2.50 X 2 T SAU 2.50 X 1 S SAU 2.50 X 18 SAU 2.50 X 1 8 SAU 2.50 X 5 0 SAE 2.50 X 5 M SAU 3.00 X 2 T SAE 5.00 X 3 T SAE 3.50 X 3 T SAE 3.50 X 3.50 00.2500 3 T SAE 2.50 X 2.50 X0.1675 3 T SAE 3.50 X 3.50 00.2500 2 7 SAE 8.00 X 6.00 00.5625 2 T SAE 6.00 X 8.00 00.5000 3 T SAE 4.00 X 4.00 00.3125 3 T SAU 3.50 X 3.00 00.2500 5 H SAU 3.50 X 3.00 00.2500 3 T SAE 3.50 X 3.50 00.2500 3 T SAE 4.00 X 4.00 00.2500 M SAU 4.00 X 3.00 00.2500 2 T SAE 8.00 X 6.00 00.5000 5 M SAE 3.00 X 3.00 00.1675 3 7 BAR 2.00 X 0.00 00.1875 5 n SAE 2.00 X 2.00 00.1675 2 T SAE 2.00 X 2.00 00.1875 2 T SAU 2.50 X 2.00 00.2500 4 M SAE 2.00 % 2.00 %0.1875 5 M SAE 3.00 X 3.00 00.2500 6 B SAE 2.00 X 2.00 00.1875 6 B SAE 3.00 X 3.00 00.2500 3 T SAE 2.00 X 2.00 00.1675 3 T SAE 2.00 X 2.00 00.1675 M SAU 4.00 X T SAE 8.00 X 7 SAE 5.00 X S SAE 4.00 X T SAU 6.00 % T SAE 6.00 X T SAE 3.00 X M SAE 2.00 X M SAU 2.50 X M SAE 2.50 X FOUNDATION LOADS (kip) • - JT NO. 20 LABEL 31P -• •- JT NO. 21 LABEL 311 -• .- JT NO. 22 LABEL X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR X -DIR Y -DIR -4.701 -4.157 -0.396 -4.159 -0.554 -4.219 ••• LOAD CASE N0. 1 1 SUITL LONGIT LOAD WITH NESC MEDIUM INTACT ems JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) NO. LABEL X -DIR Y -DIR 2 -DIR X -DIR Y -DIR Z -DIR -1.258 -0.219 -0.325 -0.325 3.50 00.3125 2.50 00.1875 2.00 00.3125 2.00 00.3125 2.00 00.3125 2.00 00.3125 2.50 00.1875 2.00 00.1875 5.00 00.3125 3.50 00.2500 2.00 00.1875 2.00 00.1875 2.00 00.1675 3.50 %0.2500 3.00 00.2500 3.50 00.2500 3.00 00.2500 3.50 00.2500 3.00 00.2500 2.50 00.1875 2.50 00.1675 2.50 50.2500 2.50 00.2500 2.00 00.1875 2.00 00.1875 3.00 00.2500 3.00 00.2500 2.00 00.1675 0.10 X1.0000 3.00 00.1675 3.00 50.2500 8.00 X0.5000 5.00 X0.3125 4.00 00.2500 3.50 00.3750 6.00 00.5000 3.00 X0.2500 2.00 10.1875 2.00 00.1675 2.50 10.1675 9.566 5.618 9.991 6.999 11.527 8.437 -9.375 0.000 0.000 0.000 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 32.830 19.491 23.268 27.498 32.352 35.673 -4.053 -0.202 -0.207 -0.207 1.1 1.00 1.00 1.00 8.2 1.00 1.00 1.00 10.2 0.50 0.75 0.50 10.2 0.50 0.75 0.50 10.2 0.50 0.75 0.50 10.2 0.50 0.75 0.50 8.2 1.00 1.00 1.00 6.2 1.00 1.00 1.00 6.2 1.00 1.00 1.00 10.2 0.75 0.50 0.50 10.2 0.75 0.50 0.50 6.2 1.00 1.00 1.00 10.2 0.75 0.50 0.50 7.4 1.00 1.00 1.00 7.0 1.00 1.00 1.00 10.8 0.75 0.50 0.50 11.9 0.57 0.79 0.57 13.9 0.55 0.78 0.55 1.8 1.00 1.00 1.00 11.6 1.00 1.00 1.00 17.1 1.00 0.50 0.50 7.4 1.00 1.00 1.00 11.5 1.00 1.00 1.00 11.5 0.50 1.00 0.50 11.5 1.00 0.50 0.50 13.4 1.00 0.50 0.50 16.9 0.33 1.00 0.33 13.4 1.00 0.50 0.50 10.0 1.00 0.50 0.50 13.4 1.00 0.50 0.50 10.0 1.00 0.50 0.50 11.5 1.00 0.50 0.50 11.5 1.00 0.50 0.50 11.5 1.00 0.50 0.50 6.2 1.00 1.00 1.00 8.2 1.00 1.00 1.00 15.7 0.33 0.33 0.33 11.9 0.50 0.50 0.50 15.7 0.33 0.33 0.33 11.9 0.50 0.50 0.50 15.7 0.33 0.33 0.33 11.9 0.50 0.50 0.50 8.2 1.00 1.00 1.00 7.6 1.00 1.00 1.00 7.1 1.00 1.00 1.00 7.1 1.00 1.00 1.00 6.4 1.00 1.00 1.00 6.4 1.00 1.00 1.00 0.2 1.00 1.00 1.00 8.2 1.00 1.00 1.00 15.6 1.00 0.50 0.50 21.2 1.00 1.00 1.00 23.0 1.00 0.50 0.50 25.2 0.67 0.33 0.33 20.6 0.33 0.33 0.33 15.0 1.00 1.00 1.00 29.1 1.00 0.50 0.50 41.3 0.40 0.20 0.20 36.0 0.20 0.20 0.20 8.2 1.00 1.00 1.00 22.0 0.75 0.50 0.50 32.5 0.75 0.50 0.50 42.3 0.75 0.50 0.50 22.606 23.150 26.910 23.146 26.753 23.066 1.258 0.219 0.325 0.325 21.973 25.921 21.547 24.540 20.011 23.102 0.363734 0.300691 0.378047 0.376612 6 158 29.16 6 198 9.16 5 158 16.15 5 159 16.95 5 159 16.97 5 159 16.95 6 196 9.16 6 223 7.66 1 74 99.17 2 86 48.31 2 88 46.33 6 198 9.16 2 86 48.31 1 56 339.91 1 53 281.89 2 82 72.72 5 129 27.79 5 146 22.92 6 161 21.41 6 175 23.47 5 161 21.24 1 56 278.46 6 232 6.77 42564 0.02 4 224 4.03 6 261 4.77 6 342 4.61 6 261 4.77 6 130 25.96 6 261 4.77 6 130 25.96 5 224 5.10 5 224 5.10 5 224 5.10 6 223 7.66 6 223 7.66 3 90 43.21 5 121 26.41 3 90 43.21 5 121 28.41 3 90 43.21 5 121 26.41 6 196 9.16 6 169 9.79 6 173 14.67 6 173 14.67 6 194 7.40 6 194 7.40 6 165 18.84 6 165 19.94 4 303 2.21 1 3 0.45 5 294 4.89 4 158 19.29 3 51 231.85 6 161 35.07 6 267 11.18 4 129 58.72 1 54 280.05 6 165 18.84 6 336 3.16 6 457 2.16 6 513 1.97 126.744 142.084 138.306 134.077 129.223 125.701 USE (X) 2 2 4 13 12 13 2 5 9 8 7 5 1 10 10 9 6 6 6 9 6 6 8 5 6 4 5 9 1 6 10 6 10 6 9 11 10 13 9 7 2 6 6 11 Number of iterations in SAPS • 4 1 1 1 JOINT DISPLACEMENTS (ft) % -DIR Y -DIR Z -DIR 0.508759 - 0.006854 0.502659 - 0.059627 0.500186 - 0.006442 0.420601 0.043552 • - - -- CONNECTION CAP. - - - -. BOLTS NET NB SHEAR BEAR. SECT. USE (kip) (kip) (kip) (X) 6 79.56 141.33 3 34.76 42.40 2 26.52 47.11 2 26.52 47.11 2 26.52 47.11 2 26.52 47.11 2 26.52 28.27 2 26.52 28.27 6 106.06 186.44 4 53.04 75.37 4 53.04 75.37 2 26.52 28.27 4 53.04 75.37 22 211.72 932.76 26 344.76 979.87 5 66.30 117.77 3 39.79 56.53 3 39.79 56.53 2 26.52 37.69 2 26.52 37.69 2 26.52 37.69 22 291.72 829.12 4 53.04 56.53 1 13.26 14.13 1 13.26 14.13 2 26.52 26.27 3 39.78 56.53 2 26.52 26.27 4 53.04 75.37 2 26.52 28.27 4 53.04 75.37 2 26.52 28.27 2 26.52 28.27 2 26.52 28.27 2 26.52 28.27 2 26.52 26.27 4 53.04 75.37 3 39.76 56.53 4 53.04 75.37 3 39.78 56.53 4 53.04 75.37 3 39.78 56.53 2 26.52 26.27 4 53.04 56.53 3 39.78 56.53 3 39.78 56.53 2 26.52 26.27 2 26.52 26.27 2 26.52 37.69 2 26.52 37.69 1 13.26 14.13 1 13.26 75.37 1 13.26 14.13 2 26.52 37.61 20 265.20 753.75 4 53.04 94.22 2 26.52 37.69 2 26.52 56.53 20 265.20 753.75 2 26.52 37.69 2 26.52 28.27 2 26.52 28.27 2 26.52 28.27 312 -• •- JT NO. 23 LABEL 313 -• Z -DIR X -DIR Y -DIR Z -DIR - 15.833 12.310 - 69.830 - 12.003 11.736 - 56.527 - 15.763 8.744 - 60.733 - 12.000 13.114 - 64.467 - 15.606 9.964 - 67.616 - 11.941 14.433 - 72.076 71.20 30.36 42.77 42.77 42.77 42.77 30.36 30.28 96.36 57.67 57.67 30.36 57.67 308.33 275.62 71.72 54.95 54.95 25.67 21.21 50.09 275.62 31.81 10.02 22.59 22.51 34.70 22.51 50.09 22.59 50.09 22.59 22.59 22.59 30.28 30.26 51.91 41.67 51.99 41.67 51.99 41.87 30.36 24.11 39.97 39.97 22.59 22.59 41.07 41.87 22.59 -36.11 37.96 50.09 246.06 104.72 70.34 68.20 275.62 41.87 22.51 22.64 1 30.36 1 14 18 32 99 NG 90 NG 86 NG 20 7 55 82 82 18 73 70 54 93 79 NG 59 NG 66 73 72 64 2 32 36 52 29 51 16 51 16 49 62 55 17 67 73 S0 97 NG SI 87 NG 51 52 2 14 14 13 13 85 NG 72 NG 0 200 NG 1 69 67 17 1 66 68 80 NG 2 Commonwealth Associates. Inc. Page 12/17 I. L I. L i i 5 23 0.000 0.202 -0.299 0.000 -0.202 0.291 0.300669 0.420966 - 0.011550 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.153199 0.419901 - 0.116991 7 4P 16.125 7.489 -3.646 - 18.125 -7.489 3.646 0.532738 0.423410 0.123350 8 6P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.087600 0.216296 - 0.110994 1 9P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.313413 0.300469 0.064126 10 13P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.039541 0.184606 - 0.100812 11 14P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.175544 0.181510 0.070191 12 16P 0.000 0.385 -0.737 0.000 -0.365 0.737 0.059662 0.161336 - 0.037812 13 161 0.000 0.365 -0.737 0.000 -0.385 0.737 0.092666 0.163411 - 0.002123 14 162 0.000 0.385 -0.737 0.000 -0.365 0.737 0.089227 0.134657 0.023926 15 163 0.000 0.365 -0.737 0.000 -0.365 0.737 0.069176 0.137672 - 0.011703 16 26P 0.000 0.036 -0.066 0.000 -0.036 0.086 0.011023 0.373623 0.045236 17 26Y 0.000 0.036 -0.088 0.000 -0.036 0.086 0.093774 0.247623 0.059766 18 27P 0.000 0.036 -0.088 0.000 -0.036 0.066 0.001650 0.247242 0.040136 19 27Y 0.000 0.036 -0.086 0.000 -0.036 0.088 0.004401 0.149246 0.050667 20 31P 0.000 0.000 -0.000 25.429 33.103 - 165.744 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.701 9.566 32.830 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 22.606 21.973 128.744 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 15.633 12.390 - 69.830 0.000000 0.000000 0.000000 24 5S 0.000 0.21.2 -0.434 0.000 -0.262 0.434 0.263773 0.451619 - 0.051584 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.338415 0.462684 - 0.005177 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.338607 0.376411 0.043006 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.264254 0.379659 - 0.011283 28 6S 0.000 0.191 -0.292 0.000 -0.111 0.212 0.229528 0.415271 - 0.056443 29 61 0.000 0.111 -0.292 0.000 -0.191 0.212 0.215692 0.411916 - 0.005080 30 62 0.000 0.111 -0.292 0.000 -0.111 0.292 0.295104 0.342654 0.041586 31 63 0.000 0.111 -0.292 0.000 -0.111 0.212 0.228574 0.340070 - 0.011271 32 7S 0.000 0.211 -0.346 0.000 -0.211 0.346 0.196501 0.367260 - 0.055511 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.253236 0.366283 - 0.004156 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.255810 0.304511 0.039083 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.195062 0.305425 - 0.011552 36 10S 0.000 0.309 -0.552 0.000 -0.309 0.552 0.164726 0.322969 - 0.051460 37 101 0.000 0.319 -0.517 0.000 -0.311 0.597 0.216813 0.322671 - 0.003170 38 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.216142 0.270537 0.035831 39 103 0.000 0.301 -0.552 0.000 -0.301 0.552 0.164760 0.269262 - 0.011117 40 11S 0.000 0.285 -0.528 0.000 -0.284 0.528 0.138427 0.281143 - 0.049103 41 111 0.000 0.285 -0.528 0.000 -0.284 0.528 0.181391 0.279525 - 0.002756 42 112 0.000 0.285 -0.528 0.000 -0.284 0.528 0.182893 0.235581 0.033886 43 113 0.000 0.285 -0.528 0.000 -0.284 0.528 0.135626 0.234048 - 0.012091 44 12S 0.000 0.304 -0.582 0.000 -0.304 0.582 0.110622 0.240106 - 0.046097 45 121 0.000 0.298 -0.578 0.000 -0.298 0.578 0.149562 0.239050 - 0.002466 46 122 0.000 0.298 -0.578 0.000 -0.298 0.578 0.150096 0.200924 0.031329 47 123 0.000 0.304 -0.582 0.000 -0.304 0.562 0.112296 0.201719 - 0.012128 48 15S 0.000 0.362 -0.745 0.000 -0.382 0.745 0.010552 0.202268 - 0.042348 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.118781 0.200985 - 0.002209 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.120109 0.171025 0.028128 51 153 0.000 0.362 -0.745 0.000 -0.382 0.745 0.085535 0.168427 - 0.011919 52 21S 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.004375 0.037206 - 0.037321 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.014680 0.037293 0.002727 54 212 0.000 0.494 -1.031 0.000 -0.494 1.039 0.014765 0.018249 0.026716 55 213 0.000 0.494 -1.031 -0.000 -0.494 1.039 - 0.004289 0.016163 - 0.011322 56 17S 0.000 0.343 -0.671 0.000 -0.343 0.671 0.058590 0.139543 - 0.036041 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.067303 0.129990 - 0.000953 58 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.078748 0.113878 0.024312 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.037618 0.105893 - 0.010732 60 16S 0.000 0.333 -0.657 0.000 -0.333 0.657 0.022950 0.105662 - 0.042719 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.064369 0.115983 0.000573 62 162 0.000 0.333 -0.657 0.000 -0.333 0.657 0.051939 0.063349 0.029593 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.045970 0.091183 - 0.013669 64 20S 0.000 0.501 -0.877 0.000 -0.501 0.877 0.031025 0.082668 - 0.034287 65 201 0.000 0.501 -0.877 0.000 -0.501 0.877 0.022206 0.061433 0.001522 66 202 0.000 0.501 -0.877 0.000 -0.501 0.877 0.047224 0.057083 0.025510 67 203 0.000 0.501 -0.877 -0.000 -0.501 0.877 - 0.006474 0.042214 - 0.010263 68 19S 0.000 0.223 -0.483 0.000 -0.223 0.483 0.021370 0.088872 - 0.040727 69 191 0.000 0.223 -0.463 0.000 -0.223 0.483 0.044536 0.086904 0.001255 70 192 0.000 0.223 -0.463 0.000 -0.223 0.483 0.044567 0.065759 0.029446 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.021403 0.065727 - 0.012517 72 22S 0.000 0.189 -0.330 0.000 -0.169 0.330 0.032948 0.088820 - 0.028048 73 22Y 0.000 0.189 -0.330 0.000 -0.189 0.330 0.032991 0.065679 0.014461 74 23S 0.000 0.268 -0.330 0.000 -0.268 0.330 0.021384 0.087398 - 0.041070 75 230 0.000 0.268 -0.330 0.000 -0.266 0.330 0.044554 0.067441 0.023466 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.005157 0.037069 - 0.012509 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.005234 0.018027 0.005221 76 25S 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.004333 0.057926 - 0.010498 79 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.014724 0.058003 0.004767 80 28S 0.000 1.036 -2.086 -0.000 -1.036 2.066 - 0.008563 0.010465 - 0.027309 61 261 0.000 1.036 -2.086 0.000 -1.036 2.086 0.001435 0.010173 0.002903 82 262 0.000 1.036 -2.086 0.000 -1.036 2.086 0.001917 0.000054 0.021481 63 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.006805 - 0.000128 - 0.006730 84 29S 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003231 0.009453 - 0.000957 65 29Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003105 0.000069 0.000137 66 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.007652 0.067179 0.011200 87 300 0.000 0.856 -1.379 0.000 -0.856 1.379 0.001516 0.067304 - 0.012019 rar LOAD CASE NO. 2 2 TLtTR LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS • 4 so: JOINT LOADS AND MEMBER FORCES ON JOINT! JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft) NO. LABEL X -DIR Y -DIR Z -D1R X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 IP 0.000 4.053 -1.256 0.000 -4.053 1.256 0.458118 0.509434 - 0.009314 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.299 0.403379 0.470295 - 0.063508 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.418715 0.469657 - 0.009554 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.411364 0.453090 0.045856 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.403361 0.454610 - 0.008844 6 3P 18.125 7.474 -3.532 - 16.125 -7.474 3.532 0.357586 0.420546 - 0.117453 7 4P 18.125 7.481 -3.646 - 18.125 -7.469 3.146 0.453054 0.423890 0.124943 8 8P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.215563 0.296653 - 0.111478 9 9P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.263009 0.300840 0.063136 10 13P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.116071 0.165023 - 0.100808 11 14P 0.000 7.468 -3.624 0.000 -7.466 3.624 0.142257 0.189335 0.071859 12 16P 0.000 0.365 -0.737 0.000 -0.385 0.737 0.090526 0.147502 - 0.041525 13 161 0.000 0.385 -0.737 0.000 -0.365 0.737 0.103610 0.156610 - 0.005709 14 162 0.000 0.385 -0.737 0.000 -0.365 0.737 0.100778 0.145363 0.026564 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.102804 0.148074 - 0.009163 16 26P 0.000 0.036 -0.066 0.000 -0.036 0.066 0.224721 0.324760 0.036290 17 260 0.000 0.036 -0.066 0.000 -0.036 0.088 0.227472 0.297430 0.066159 16 27P 0.000 0.036 -0.066 0.000 -0.036 0.066 0.085167 0.216135 0.035545 19 270 0.000 0.036 -0.086 0.000 -0.036 0.088 0.087918 0.160369 0.055527 20 31P 0.000 0.000 -0.000 29.259 33.755 - 179.048 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.157 5.616 19.491 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 23.150 25.921 142.064 0.000000 0.000000 0.000000 Commonwealth Associates. Inc. Page 13/17 L L i L L L "a aaa 23 313 0.000 0.000 -0.000 - 12.003 11.736 - 56.527 0.000000 0.000000 0.000000 24 SS 0.000 0.262 -0.434 0.000 -0.262 0.434 0.360666 0.427433 - 0.063600 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.376632 0.431575 - 0.001756 2L 52 0.000 0.21S -0.415 0.000 -0.215 0.465 0.376154 0.410421 0.046103 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.360673 0.413361 - 0.006118 26 6S 0.000 0.111 -0.212 0.000 -0.191 0.212 0.316270 0.367327 - 0.062697 21 61 0.000 0.191 -0.212 0.000 -0.111 0.292 0.321160 0.384164 - 0.001484 30 62 0.000 0.191 -0.292 0.000 -0.141 0.292 0.324624 0.371514 0.045351 31 63 0.000 0.111 -0.292 0.000 -0.191 0.212 0.315740 0.366701 - 0.007825 32 7S 0.000 0.211 -0.346 0.000 -0.211 0.346 0.273561 0.343696 - 0.051125 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.283656 0.342306 - 0.008743 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.266195 0.329336 0.042985 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.271646 0.324866 - 0.007996 36 105 0.000 0.301 -0.552 0.000 -0.301 0.552 0.232000 0.302352 - 0.055615 37 101 0.000 0.311 -0.597 0.000 -0.311 0.597 0.243273 0.302358 - 0.007623 36 102 0.000 0.319 -0.517 0.000 -0.311 0.597 0.242636 0.211570 0.039627 39 103 0.000 0.309 -0.552 0.000 -0.301 0.552 0.232120 0.290560 - 0.006361 40 115 0.000 0.285 -0.528 0.000 -0.284 0.526 0.196462 0.263740 - 0.053361 41 111 0.000 0.285 -0.526 0.000 -0.264 0.526 0.203757 0.261736 - 0.007069 42 112 0.000 0.285 -0.526 0.000 -0.284 0.526 0.205248 0.253850 0.037545 43 113 0.000 0.285 -0.526 0.000 -0.264 0.526 0.193410 0.252120 - 0.008629 44 125 0.000 0.304 -0.562 0.000 -0.304 0.582 0.154267 0.225318 - 0.050231 45 121 0.000 0.296 -0.578 0.000 -0.296 0.576 0.168110 0.224266 - 0.006530 46 122 0.000 0.298 -0.576 0.000 -0.296 0.576 0.168633 0.216334 0.034736 47 123 0.000 0.304 -0.562 0.000 -0.304 0.582 0.161237 0.216772 - 0.006632 48 15S 0.000 0.382 -0.745 0.000 -0.362 0.745 0.131073 0.190478 - 0.046151 49 151 0.000 0.393 -0.710 0.000 -0.392 0.710 0.133133 0.167783 - 0.005928 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.136077 0.163882 0.031216 51 153 0.000 0.382 -0.745 0.000 -0.362 0.745 0.125637 0.161205 - 0.008907 52 215 0.000 0.414 -1.039 0.000 -0.414 1.039 0.005741 0.029663 - 0.040656 53 211 0.000 0.444 -1.039 0.000 -0.494 1.039 0.009703 0.021749 - 0.000595 54 212 0.000 0.494 -1.039 0.000 -0.494 1.039 0.009766 0.025793 0.031679 55 213 0.000 0.494 -1.031 0.000 -0.494 1.039 0.005627 0.025706 - 0.006203 56 17S 0.000 0.343 -0.671 0.000 -0.343 0.671 0.066722 0.134121 - 0.038325 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.075058 0.115741 - 0.003346 58 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.065830 0.124471 0.027230 51 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.063649 0.115211 - 0.007712 60 165 0.000 0.333 -0.657 0.000 -0.333 0.657 0.044774 0.091632 - 0.047092 61 161 0.000 0.333 -0.657 0.000 -0.333 0.657 0.068230 0.111326 - 0.003664 62 162 0.000 0.333 -0.657 0.000 -0.333 0.657 0.051548 0.012317 D.032795 63 163 0.000 0.333 -0.657 0.000 -0.333 0.657 0.070049 0.101318 - 0.010623 64 20S 0.000 0.501 -0.677 0.000 -0.501 0.877 0.048375 0.076703 - 0.036819 65 201 0.000 0.501 -0.677 0.000 -0.501 0.677 0.021241 0.047703 - 0.001062 66 202 0.000 0.501 -0.677 0.000 -0.501 0.677 0.045676 0.067896 0.026441 67 203 0.000 0.501 -0.877 0.000 -0.501 0.677 0.009174 0.049231 - 0.007306 66 195 0.000 0.223 -0.463 0.000 -0.223 0.483 0.040710 0.079740 - 0.044269 69 191 0.000 0.223 -0.483 0.000 -0.223 0.463 0.045543 0.079772 - 0.002276 70 192 0.000 0.223 -0.463 0.000 -0.223 0.463 0.045575 0.074982 0.032730 71 193 0.000 0.223 -0.463 0.000 -0.223 0.463 0.040742 0.074950 - 0.009276 72 22S 0.000 0.381 -0.330 0.000 -0.169 0.330 0.043122 0.079684 - 0.036619 73 22Y 0.000 0.169 -0.330 0.000 -0.169 0.330 0.043164 0.074906 0.019074 74 23S 0.000 0.268 -0.330 0.000 -0.266 0.330 0.040721 0.067444 - 0.042320 75 23X 0.000 0.266 -0.330 0.000 -0.268 0.330 0.045565 0.067466 0.022976 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.007726 0.029525 - 0.013487 77 24Y 0.000 D.467 -0.620 0.000 -0.467 0.620 0.007803 0.025572 0.007511 78 25S 0.000 0.542 -0.620 0.000 -0.542 0.620 0.005783 0.057926 - 0.010163 71 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.009747 0.058003 0.004826 60 265 0.000 1.036 -2.066 -0.000 -1.036 2.086 - 0.004767 0.006272 - 0.029682 61 261 0.000 1.036 -2.066 -0.000 -1.036 2.086 - 0.002949 0.006163 0.000526 82 262 0.000 1.036 -2.086 -0.000 -1.036 2.066 - 0.002469 0.004196 0.023634 A3 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.004954 0.003934 - 0.006369 84 295 0.000 0.732 -1.371 -0.000 -0.732 1.379 - 0.003465 0.005744 - 0.001000 65 24Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.003359 0.003797 0.000161 86 30S 0.000 0.656 -1.379 -0.000 -0.856 1.371 - 0.004395 0.067179 0.011200 87 305 0.000 0.656 -1.371 -0.000 -0.656 1.379 - 0.002441 0.067304 - 0.012019 LOAD CASE NO. 3 3 TUNE LONGIT LOAD WITH NESC MEDIUM INTACT Number of iterations in SAPS a 4 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 -DIM Z -DIM X -DIR Y -DIR Z -DIR X -DIM Y -DIR Z -DIM 1 1P 0.000 4.053 -1.256 0.000 -4.053 1.256 0.367306 0.509257 - 0.008869 2 2P 0.000 0.202 -0.299 0.000 -0.202 0.299 0.267760 0.526185 - 0.055266 1.._ 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.396812 0.527973 - 0.002534 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.397465 0.394516 0.039668 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.267766 0.345545 - 0.016209 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.056362 0.420246 -0.117221 7 4P 18.125 7.461 -3.646 - 38.125 -7.469 3.646 0.657170 0.423947 0.124055 8 6P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.003220 0.216403 - 0.111294 9 9P 16.325 7.466 -3.624 -18.125 -7.464 3.124 0.507814 0.300965 0.063803 10 13P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.006770 0.164659 - 0.101286 11 14P 0.000 7.466 -3.624 0.000 -7.466 3.624 0.265426 0.169626 0.071029 12 16P 0.000 0.385 -0.737 0.000 -0.385 0.737 0.059132 0.173506 - 0.036535 13 163 0.000 0.385 -0.737 0.000 -0.365 0.737 0.120108 0.171116 -0.002113 14 162 0.000 0.365 -0.737 0.000 -0.365 0.737 0.317116 0.122675 0.023711 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.070613 0.125195 - 0.011366 . 16 21P 0.000 0.036 -0.066 0.000 -0.036 0.088 0.828923 0.224037 0.044246 17 26Y 0.000 0.036 -0.068 0.000 -0.036 0.066 0.831673 0.318286 0.060407 16 27P 0.000 0.036 -0.068 -0.000 -0.036 0.066 - 0.121821 0.304973 0.045664 19 27Y 0.000 0.03E -0.086 -0.000 -0.036 0.088 -0.119070 0.091762 0.045079 20 31P 0.000 0.000 -0.000 25.419 36.750 - 174.642 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -0.396 9.991 23.266 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 26.910 21.547 136.306 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 15.763 6.744 - 60.733 0.000000 0.000000 0.000000 24 55 0.000 0.262 -0.434 0.000 -0.262 0.434 0.236504 0.466600 - 0.055377 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.363701 0.490006 - 0.002559 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.364036 0.352322 0.039580 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.239125 0.353311 - 0.015623 26 65 0.000 0.391 -0.292 0.000 -0.191 0.292 0.211506 0.442693 - 0.054946 29 11 0.000 0.191 -0.292 0.000 -0.111 0.292 0.326156 0.440560 - 0.002356 30 62 0.000 0.191 -0.212 0.000 -0.191 0.292 0.325686 0.314692 0.036766 31 63 0.000 0.191 - 0.292 0.000 -0.191 0.292 0.210684 0.313350 - 0.014967 32 7S 0.000 0.211 -0.346 0.000 -0.211 0.346 0.385037 0.396263 - 0.053067 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.286495 0.395017 - 0.002062 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.290291 0.276306 0.036916 35 73 0.000 •0.211 -0.341 0.000 -0.211 0.346 0.162714 0.277187 - 0.014116 36 305 0.000 0.309 -0.552 0.000 -0.309 0.552 0.156013 0.350552 - 0.050736 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.254196 0.353617 - 0.001921 38 102 0.000 0.319 -0.597 0.000 -0.311 0.597 0.254603 0.240694 0.034462 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.157364 0.241411 - 0.012894 ( 40 11S 0.000 0.265 • -0.528 0.000 -0.284 0.526 0.134045 0.306667 - 0.049037 Coaaon4ealtM Aasociates. Inc Page 34/17 L L L L 41 111 0.000 0.285 -0.628 0.000 -0.264 0.528 0.217810 0.303610 - 0.001858 42 112 0.000 0.285 -0.528 0.000 -0.264 0.528 0.218404 0.211474 0.032819 43 113 0.000 0.285 -0.526 0.000 -0.284 0.528 0.130203 0.209116 - 0.012445 44 12S 0.000 0.304 -0.582 0.000 -0.304 0.582 0.107731 0.259121 - 0.044397 45 121 0.000 0.298 -0.578 0.000 -0.298 0.578 0.162744 0.259830 - 0.001835 46 122 0.000 0.296 -0.578 0.000 -0.296 0.576 0.163617 0.180593 0.030570 47 123 0.000 0.304 -0.582 0.000 -0.304 0.562 0.110151 0.182107 - 0.012081 48 15S 0.000 0.382 -0.745 0.000 -0.382 0.745 0.089760 0.216613 - 0.042932 49 151 0.000 0.313 -0.710 0.000 -0.312 0.790 0.349357 0.217053 - 0.001817 50 152 0.000 0.393 -0.790 0.000 -0.312 0.790 0.151303 0.155142 0.027664 51 153 0.000 0.362 -0.745 0.000 -0.382 0.746 0.064240 0.152372 - 0.011607 52 21S 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.001481 0.046694 - 0.038505 53 211 0.000 0.494 -1.031 0.000 -0.494 1.039 0.026700 0.046780 0.001470 34 212 0.000 0.494 -1.039 0.000 -0.494 1.031 0.026786 0.008712 0.029944 55 213 0.000 0.494 -1.039 -0.000 -0.414 1.039 - 0.001395 0.008677 - 0.010212 56 17S 0.000 0.343 -0.671 0.000 -0.343 0.671 0.058545 0.151841 - 0.036633 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.092652 0.141469 - 0.001236 56 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.103820 0.102046 0.024694 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.036044 0.094136 - 0.009885 60 18S 0.000 0.333 -0.657 0.000 -0.333 0.657 0.020402 0.116714 - 0.043116 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.086926 0.128013 - 0.000353 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.075001 0.071660 0.030296 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.045039 0.079929 - 0.012909 L4 20S 0.000 0.501 -0.877 0.000 -0.501 0.877 0.027741 0.094661 - 0.035171 65 201 0.000 0.501 -0.677 0.000 -0.501 0.677 0.041332 0.071512 0.000581 66 202 0.000 0.501 -0.877 0.000 -0.501 0.677 0.015972 0.046684 0.026516 67 203 0.000 0.501 -0.877 -0.000 -0.501 0.677 - 0.010961 0.030631 - 0.009248 68 195 0.000 0.223 -0.483 0.000 -0.223 0.483 0.018552 0.100315 - 0.041755 69. 191 0.000 0.223 -0.463 0.000 -0.223 0.483 0.065206 0.100347 0.000218 70 192 0.000 0.223 -0.463 0.000 -0.223 0.483 0.065240 0.054383 0.030425 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.016584 0.054351 - 0.011585 72 22S 0.000 0.189 -0.330 0.000 -0.189 0.330 0.041875 0.100169 - 0.029900 73 22Y 0.000 0.181 -0.330 0.000 -0.189 0.330 0.041116 0.054397 0.015773 74 035 0.000 0.268 -0.330 0.000 -0.268 0.330 0.018472 0.087432 - 0.041104 75 230 0.000 0.268 -0.330 0.000 -0.266 0.330 0.065321 0.087474 0.023113 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.009614 0.046536 - 0.013300 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.001691 0.008561 0.006140 78 25S 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.001459 0.057926 - 0.010231 79 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.026765 0.058003 0.004846 80 26S 0.000 1.036 -2.086 -0.000 -1.036 2.066 - 0.012333 0.015666 - 0.028371 61 281 0.000 1.036 -2.086 0.000 -1.036 2.086 0.008048 0.015326 0.001761 82 282 0.000 1.036 -2.086 0.000 -1.036 2.086 0.008542 - 0.005089 0.022611 63 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.012520 - 0.005341 - 0.007672 64 29S 0.000 0.732 -1.379 -0.000 -0.732 1.371 - 0.001931 0.014134 - 0.000732 85 29Y 0.000 0.732 -1.379 -0.000 -0.732 1.379 - 0.001805 - 0.004593 - 0.000067 86 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.011236 0.067179 0.011200 87 300 0.000 0.856 -1.379 0.000 -0.856 1.379 0.007500 0.067304 - 0.012011 se* LOAD CASE N0. 4 4 MIAMI( LONGIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS • 3 ses JOINT LOADS AND BERBER 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 2 -DIR 0 -DIR Y -DIR Z -DIR 1 IP 0.000 4.053 -1.256 0.000 -4.053 1.256 0.276631 0.508760 - 0.006968 2 2P 0.000 0.202 -0.294 0.000 -0.202 0.299 0.251091 0.466412 - 0.049114 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.260076 0.465300 0.005117 L 4 22 0.000 0.207 -0.325 0.000 0.207 0.325 0.260669 0.456206 0.031835 5 23 0.000 0.202 -0.299 0.000 -0.202 0.299 0.251036 0.457324 - 0.022420 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.216403 0.420007 - 0.116150 7 4P 0.000 7.489 -3.646 0.000 -7.489 3.646 0.257090 0.423353 0.102737 6 6P 18.125 7.474 -3.532 - 18.125 -7.474 3.532 0.174174 0.296305 - 0.110957 9 IP 18.125 7.468 -3.624 - 18.125 -7.468 3.624 0.252242 0.300463 0.084138 10 13P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.092311 0.184605 - 0.100821 11 14P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.119809 0.169511 0.070164 12 16P 0.000 0.385 -0.737 0.000 -0.365 0.737 0.076612 0.151270 - 0.035373 13 161 0.000 0.365 -0.737 0.000 -0.385 0.737 0.066914 0.152799 0.000365 14 142" 0.000 0.385 -0.737 0.000 -0.365 0.737 0.065474 0.145468 0.021437 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.086930 0.147731 - 0.014143 16 26P 0.000 0.036 -0.088 0.000 -0.036 0.088 0.906059 0.132562 0.040566 17 26Y 0.000 0.036 -0.088 0.000 -0.036 0.088 0.108809 0.468876 0.064423 18 27P 0.000 0.03E -0.088 0.000 -0.036 0.088 0.048768 0.218863 0.031121 19 270 0.000 0.036 -0.088 0.000 -0.036 0.068 0.051519 0.177425 0.050878 20 31P 0.000 0.000 -0.000 29.261 32.380 - 171.088 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.159 6.999 27.498 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 23.146 24.540 134.077 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 12.000 33.114 - 64.487 0.000000 0.000000 0.000000 24 55 0.000 0.262 -0.434 0.000 -0.262 0.434 0.230181 0.424433 - 0.048769 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.240430 0.425012 0.005120 26 52 0.000 0.245 -0.465 0.000 -0.265 0.465 0.239937 0.415911 0.031884 _ 27 53 0.000 0.262 -0.434 0.000 -0.242 0.434 0.230796 0.415302 - 0.022124 28 6S 0.000 0.391 -0.292 0.000 -0.191 0.292 0.210947 0.382057 - 0.048131 29 61 0.000 0.191 -0.292 0.000 -0.191 0.292 0.220041 0.382024 0.004830 30 12 0.000 0.191 -0.292 0.000 -0.191 0.292 0.219906 0.372800 0.031694 33 63 0.000 0.191 -0.292 0.000 -0.111 0.292 0.210447 0.373033 - 0.021566 32 7S 0.000 0.233 -0.346 0.000 -0.211 0.346 0.293477 0.341334 - 0.044743 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.196545 0.339983 0.003939 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.200874 0.330842 0.030960 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.189793 0.331623 - 0.020354 36 10S 0.000 0.309 -0.552 0.000 -0.309 0.552 0.169261 0.300271 - 0.045266 37 101 0.000 0.319 -0.517 0.000 -0.319 0.597 0.379547 0.304163 0.002663 1. 36 102 0.000 0.319 -0.597 0.000 -0.339 0.597 0.176922 0.288554 0.029198 39 303 0.000 0.301 -0.552 0.000 -0.301 0.552 0.149361 0.291942 -0.018111 40 115 0.000 0.265 -0.528 0.000 -0.284 0.528 0.147906 0.264226 - 0.044096 41 111 0.000 0.285 -0.526 0.000 -0.264 0.528 0.154400 0.261466 0.002105 42 112 0.000 0.283 -0.526 0.000 -0.084 0.526 0.155671 0.253627 0.029024 43 113 0.000 0.265 -0.526 0.000 -0.284 0.528 0.145073 0.250965 - 0.017099 44 12S 0.000 0.304 -0.582 0.000 -0.304 0.562 0.123340 0.225112 - 0.042039 45 121 0.000 0.296 -0.578 0.000 -0.296 0.578 0.131443 0.224553 0.001616 46 122 0.000 0.298 -0.576 0.000 -0.296 0.576 0.133995 0.215421 0.027248 47 323 0.000 0.304 -0.562 D.000 -0.304 0.562 0.125032 0.216715 - 0.016186 48 155 0.000 0.382 -0.745 0.000 -0.362 0.745 0.105526 0.189363 - 0.031136 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.108361 0.168791 0.001070 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.130514 0.183220 0.024849 51 183 0.000 0.382 -0.745 0.000 -0.362 0.745 0.300505 0.181332 - 0.035130 52 213 0.000 0.494 -1.039 0.000 -0.494 1.039 0.009512 0.029658 - 0.036536 53 211 0.000 0.494 -1.039 0.000 -0.494 1.039 0.013484 0.029743 0.003523 54 212 0.000 0.494 -3.031 0.000 -0.494 1.039 0.013569 0.025719 0.027922 55 213 0.000 0.494 -3.039 0.000 -0.494 1.039 0.009598 0.025713 - 0.012108 56 17S 0.000 0.343 -0.671 0.000 -0.343 0.671 0.075952 0.128928 - 0.034250 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.064950 0.120865 0.000877 I. 56 172 0.000 0.343 -0.471 0.000 -0.343 0.671 0.074393 0.123003 0.022462 Couonuealth Associates, Inc. Page 15/17 L L L L L 59 173 0.000 0.343 -0.171 0.000 -0.343 0.671 0.054977 0.116507 - 0.012523 60 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.040008 0.096976 - 0.041101 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.062690 0.106014 0.002211 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.050260 0.093236 0.027947 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.063032 0.100067 - 0.015266 64 205 0.000 0.501 -0.877 0.000 -0.501 0.877 0.047441 0.073066 - 0.033352 65 201 0.000 0.501 -0.677 0.000 -0.501 0.877 0.020662 0.053271 0.002474 66 202 0.000 0.501 -0.677 0.000 -0.501 0.877 0.045100 0.065246 0.024558 67 203 0.000 0.501 -0.677 0.000 -0.501 0.677 0.009946 0.051637 - 0.011216 68 195 0.000 0.223 -0.483 0.000 -0.223 0.483 0.038396 0.079694 - 0.039376 61 191 0.000 0.223 -0.483 0.000 -0.223 0.483 0.043230 0.079726 0.002627 70 192 0.000 0.223 -0.463 0.000 -0.223 0.463 0.043261 0.074937 0.028074 71 193 0.000 0.223 -0.483 0.000 -0.223 0.483 0.038428 0.074905 - 0.013868 72 225 0.000 0.181 -0.330 0.000 -0.169 0.330 0.040808 0.079136 - 0.026011 73 22Y 0.000 0.181 -0.330 0.000 -0.169 0.330 0.040850 0.074861 0.012432 74 23S 0.000 0.266 -0.330 0.000 -0.266 0.330 0.038406 0.067398 - 0.041072 75 23X 0.000 0.266 -0.330 0.000 -0.266 0.330 0.043252 0.087441 0.023468 76 245 0.000 0.467 -0.620 0.000 -0.467 0.620 0.011502 0.029517 - 0.012083 77 24Y 0.000 0.417 -0.120 0.000 -0.467 0.120 0.011579 0.025580 0.004794 78 255 0.000 0.542 -0.620 0.000 -0.542 0.620 0.009551 0.057926 - 0.010497 71 25X 0.000 0.542 -0.620 0.000 -0.542 0.620 0.013530 0.058003 0.004767 80 28I 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.001305 0.006390 - 0.027165 81 281 0.000 1.036 -2.086 0.000 -1.036 2.066 0.000491 0.006039 0.003052 62 262 0.000 1.031 -2.066 0.000 -1.036 2.086 0.000973 0.004181 0.021332 63 283 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.001548 0.003947 - 0.008674 84 215 0.000 0.732 -1.379 -0.000 -0.732 1.371 - 0.000377 0.005741 - 0.000464 85 29Y 0.000 0.732 -1.371 -0.000 -0.732 1.379 - 0.000251 0.003801 - 0.000355 86 302 0.000 0.856 -1.379 -0.000 -0.656 1.371 - 0.001290 0.067179 0.011200 67 305 0.000 0.856 -1.379 0.000 -0.856 1.379 0.000662 0.067304 - 0.012019 aaa LOAD CASE NO. 5 5 MLIBL LONCIT LOAD WITH NESC MEDIUM INTACT - Number of iterations in SAPS e 4 sea 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 -DIM Y -DIM Z -DIM X -DIM Y -DIM Z -DIM X -DIM Y -DIM Z -DIM 1 1P 0.000 4.053 -1.258 0.000 -4.053 1.258 0.211267 0.511959 - 0.008844 2 2P 0.000 0.202 -0.219 0.000 -0.202 0.299 0.153485 0.506663 - 0.044635 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.237062 0.505574 0.009296 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.237699 0.421587 0.028324 5 23 0.000 0.202 -0.291 0.000 -0.202 0.299 0.153468 0.422697 - 0.026924 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.024398 0.422475 - 0.117698 7 4P 0.000 7.489 -3.646 0.000 -7.489 3.646 0.379722 0.425839 0.103901 8 8P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.020047 0.297611 - 0.111829 9 1P 18.125 7.468 -3.624 - 18.125 -7.468 3.624 0.394046 0.302251 0.084504 10 13P 0.000 7.474 -3.532 -0.000 -7.474 3.532 - 0.032007 0.184811 - 0.102110 11 14P 18.125 7.468 -3.624 - 16.125 -7.468 3.624 0.297306 0.169440 0.074623 12 16P 0.000 0.385 -0.737 0.000 -0.385 0.737 0.046714 0.177143 - 0.033062 13 161 0.000 0.385 -0.737 0.000 -0.385 0.737 0.103261 0.176341 0.003162 14 162 0.000 0.385 -0.737 0.000 -0.365 0.737 0.096929 0.121120 0.018596 15 163 0.000 0.385 - 0.737. 0.000 -0.385 0.737 0.059493 0.121396 - 0.017087 16 26P 0.000 0.036 -0.088 0.000 -0.036 0.086 0.924621 0.167512 0.044520 17 26Y 0.000 0.036 -0.086 0.000 -0.036 0.088 0.927372 0.457488 0.061115 18 27P 0.000 0.036 -0.086 0.000 -0.036 0.088 0.664750 0.097241 0.044920 19 27Y 0.000 0.036 -0.088 0.000 -0.036 0.066 0.167501 0.300163 0.046813 20 31P 0.000 0.000 -0.000 25.656 35.509 - 167.958 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -0.554 11.527 32.352 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 26.753 20.011 129.223 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 15.606 9.964 - 67.616 0.000000 0.000000 0.000000 24 55 0.000 0.262 -0.434 0.000 -0.262 0.434 D.140040 0.464116 - 0.044380 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.223291 0.465164 0.001193 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.222761 0.380721 0.026477 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.139764 0.380067 - 0.026734 28 62 0.000 0.111 -0.212 0.000 -0.191 0.292 0.126973 0.422780 - 0.043726 29 61 0.000 0.•191 -0.292 0.000 -0.191 0.292 0.207988 0.423016 0.008832 30 62 0.000 0.191 -0.292 0.000 -0.191 0.292 0.206073 0.336183 0.028332 31 63 0.000 0.191 -0.292 0.000 -0.191 0.292 0.126954 0.336507 - 0.026242 32 7S 0.000 0.211 -0.346 0.000 -0.211 0.346 0.115335 0.382849 - 0.042464 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.192072 0.381192 0.006124 34 72 D.000 0.205 -0.342 0.000 -0.205 0.342 0.193999 0.293064 0.027443 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.112783 0.293690 - 0.024853 36 105 0.000 0.309 -0.552 0.000 -0.309 0.552 0.100027 0.341142 - 0.041046 37 101 0.000 0.319 -0.597 0.000 -0.319 0.597 0.176193 0.344933 0.007109 38 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.178199 0.251989 0.026132 39 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.101409 0.253237 - 0.022662 40 115 0.000 0.285 -0.526 0.000 -0.284 0.528 0.090527 0.301438 - 0.040036 41 111 0.000 0.285 -0.526 0.000 -0.264 0.528 0.157685 0.219403 0.006458 42 112 0.000 0.285 -0.528 0.000 -0.284 0.528 0.160525 0.217588 0.025112 43 113 0.000 0.285 -0.528 0.000 -0.264 0.528 0.086761 0.216425 - 0.021531 44 125 0.000 0.304 -0.582 0.000 -0.304 0.582 0.075586 0.259712 - 0.038302 45 121 0.000 0.296 -0.578 0.000 -0.298 0.576 0.141893 0.258914 0.005793 46 122 0.000 0.298 -0.578 0.000 -0.296 0.578 0.139079 0.182700 0.023650 47 123 0.000 0.304 -0.582 0.000 -0.304 0.582 0.077845 0.183722 - 0.020254 48 156 0.000 0.362 -0.745 0.000 -0.382 0.745 0.067360 0.219865 - 0.036045 49 151 0.000 0.393 -0.790 0.000 -0.392 0.790 0.116767 0.222066 0.004745 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.126254 0.151225 0.021616 51 153 0.000 0.362 -0.745 0.000 -0.382 0.745 0.062141 0.151454 - 0.018514 52 21S 0.000 0.494 -1.039 -0.000 -0.494 1.039 - 0.005741 0.046658 - 0.034950 53 211 0.000 0.494 -1.039 0.000 -0.494 1.031 0.032512 0.046744 0.005865 54 212 0.000 0.494 -1.031 0.000 -0.494 1.039 0.032S97 0.006796 0.025588 55 213 0.000 0.494 -1.039 -0.000 -0.494 1.031 - 0.005655 0.006712 - 0.013627 56 17S 0.000 0.343 -0.671 0.000 -0.343 0.671 0.051560 0.152064 - 0.031957 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.060568 0.145503 0.003390 58 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.092966 0.097798 0.019917 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.027981 0.094574 - 0.014344 10 16S 0.000 0.333 -0.657 0.000 -0.333 0.657 0.015375 0.119629 - 0.039233 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.080665 0.127631 0.005125 62 182 0.000 0.333 -0.657 0.000 -0.333 0.657 0.067258 0.072910 0.025010 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.041153 0.076543 - 0.017910 64 206 0.000 0.501 -0.877 0.000 -0.501 0.677 0.028540 0.092036 - 0.031617 65 201 0.000 0.501 -0.677 0.000 -0.301 0.677 0.040461 0.074956 0.004724 66 202 0.000 0.501 -0.877 0.000 -0.501 0.877 0.066199 0.043004 0.022292 67 203 0.000 0.501 -0.877 -0.000 -0.501 0.677 - 0.011014 0.033720 - 0.012600 66 19S 0.000 0.223 -0.483 0.000 -0.223 0.463 0.016756 0.100767 - 0.037548 69 191 0.000 0.223 -0.483 0.000 -0.223 0.463 0.062666 0.100799 0.005438 70 112 0.000 0.223 -0.483 0.000 -0.223 0.483 0.012700 0.054090 0.025235 71 193 0.000 0.223 -0.483 0.00D -0.223 0.483 0.016786 0.054058 - 0.015650 72 22S 0.000 0.189 -0.330 0.000 -0.189 0.330 0.039707 0.100828 - 0.022620 73 22Y 0.000 0.189 -0.330 0.000 -0.189 0.330 0.039750 0.053697 0.008034 74 23S 0.000 0.268 -0.330 0.000 -0.268 0.330 0.016683 0.087511 - 0.042489 7S 23X 0.000 0.266 -0.330 0.000 -0.268 0.330 0.062573 0.067553 0.023928 76 245 0.000 0.467 -0.620 D.000 -0.467 0.620 0.013390 0.046481 - 0.010750 Commonwealth Associates. Inc. Page 16/17 L L L L i 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.013466 0.008616 0.003752 76 25S 0.000 0.542 -0.620 -0.000 -0.542 0.620 - 0.005738 0.057126 - 0.010046 71 25X 0.000 0.542 -0.620 0.000 -0.542 0.620 0.032515 0.058003 0.004586 80 262 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.008117 0.015589 - 0.026125 Al 281 0.000 1.036 -2.086 0.000 -1.036 2.086 0.011595 0.015245 0.004504 82 282 0.000 1.036 -2.086 0.000 -1.036 2.086 0.012031 - 0.004910 0.011883 83 263 0.000 1.036 -2.086 -0.000 -1.036 2.086 - 0.001143 - 0.005271 - 0.009136 84 29S 0.000 0.732 -1.371 0.000 -0.732 1.371 0.001177 0.014062 - 0.000115 85 29Y 0.000 0.732 -1.379 0.000 -0.732 1.371 0.001303 - 0.004520 - 0.000624 86 30S 0.000 0.856 -1.379 -0.000 -0.856 1.379 - 0.008201 0.067171 0.011200 87 300 0.000 0.856 -1.371 0.000 -0.856 1.371 0.010681 0.067304 - 0.012011 •ee LOAD CASE NO. 6 6 BLSBR LONGIT LOAD WITH NCSC MEDIUM INTACT - Number of iterations in SAPS • 4 •te 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 -DIM Z -DIM X -DIR Y -DIR Z -DIR X -DIR Y -DIR Z -DIR 1 1P 0.000 4.053 -1.256 0.000 -4.053 1.256 0.144691 0.509341 - 0.001059 2 2P 0.000 0.202 -0.211 0.000 -0.202 0.219 0.133283 0.464146 - 0.041070 3 21 0.000 0.207 -0.325 0.000 -0.207 0.325 0.138148 0.463881 0.013266 4 22 0.000 0.207 -0.325 0.000 -0.207 0.325 0.136812 0.458715 0.023516 5 23 0.000 0.202 -0.291 0.000 -0.202 0.211 0.133280 0.451771 - 0.030778 6 3P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.118455 0.420472 - 0.117177 7 4P 0.000 7.461 -3.646 0.000 -7.481 3.646 0.140301 0.423816 0.102835 8 8P 0.000 7.474 -3.532 0.000 -7.474 3.532 0.015254 0.296616 - 0.111185 9 9P 0.000 7.468 -3.624 0.000 -7.468 3.624 0.116868 0.300781 0.084191 10 13P 18.125 7.474 -3.532 - 16.125 -7.474 3.532 0.088015 0.184687 - 0.101276 11 14P 18.125 7.468 -3.624 - 18.125 -7.468 3.624 0.147512 0.189632 0.071067 12 16P 0.000 0.365 -0.737 0.000 -0.365 0.737 0.062055 0.153187 - 0.029981 13 161 0.000 0.365 -0.737 0.000 -0.385 0.737 0.072866 0.153080 0.005471 14 162 0.000 0.385 -0.737 0.000 -0.385 0.737 0.069152 0.145837 0.016085 15 163 0.000 0.385 -0.737 0.000 -0.385 0.737 0.074062 0.145424 - 0.014964 16 26P 0.000 0.036 -0.066 0.000 -0.036 0.086 0.113136 0.312522 0.049118 17 26Y 0.000 0.036 -0.088 0.000 -0.036 0.088 0.115886 0.309554 0.055821 18 27P 0.000 0.036 -0.088 0.000 -0.036 0.088 0.787042 0.022786 0.034173 19 27Y 0.000 0.036 -0.088 0.000 -0.036 0.088 0.789793 0.373995 0.051564 20 31P 0.000 0.000 -0.000 29.321 31.061 - 163.497 0.000000 0.000000 0.000000 21 311 0.000 0.000 -0.000 -4.211 8.437 35.673 0.000000 0.000000 0.000000 22 312 0.000 0.000 -0.000 23.068 23.102 125.701 0.000000 0.000000 0.000000 23 313 0.000 0.000 -0.000 - 11.941 14.433 - 72.078 0.000000 0.000000 0.000000 24 55 0.000 0.262 -0.434 0.000 -0.262 0.434 0.125592 0.422901 - 0.040754 25 51 0.000 0.265 -0.465 0.000 -0.265 0.465 0.130978 0.423411 0.013289 26 52 0.000 0.265 -0.465 0.000 -0.265 0.465 0.130496 0.416356 0.023536 27 53 0.000 0.262 -0.434 0.000 -0.262 0.434 0.125315 0.417766 - 0.030462 28 6S 0.000 0.191 -0.242 0.000 -0.191 0.292 0.117111 0.380467 - 0.040145 29 61 0.000 0.191 -0.292 0.000 -0.191 0.292 0.123089 0.380336 0.013037 30 62 0.000 0.191 -0.212 0.000 -0.191 0.292 0.122962 0.375310 0.023306 31 63 0.000 0.191 -0.292 0.000 -0.111 0.292 0.117437 0.375440 - 0.021676 32 7S 0.000 0.211 -0.346 0.000 -0.211 0.346 0. 110764 0.339228 - 0.038809 33 71 0.000 0.205 -0.342 0.000 -0.205 0.342 0.114130 0.338262 0.012190 34 72 0.000 0.205 -0.342 0.000 -0.205 0.342 0.116453 0.333272 0.022531 35 73 0.000 0.211 -0.346 0.000 -0.211 0.346 0.109041 0.334239 - 0.028610 36 101 0.000 0.309 -0.552 0.000 -0.301 0.552 0.102131 0.296967 - 0.036881 37 101 0.000 0.319 -0.597 0.000 -0.319 0.517 0.107784 0.299433 0.011014 38 102 0.000 0.319 -0.597 0.000 -0.319 0.597 0.107166 0.214380 0.021469 31 103 0.000 0.309 -0.552 0.000 -0.309 0.552 0.102263 0.293868 - 0.026812 40 115 0.000 0.285 -0.528 0.000 -0.284 0.526 0.096023 0.260394 - 0.035757 41 111 0.000 0.265 -0.526 0.000 -0.284 0.526 0.098914 0.260465 0.010206 42 112 0.000 0.285 -0.526 0.000 -0.284 0.528 0.100347 0.255115 0.020748 43 113 0.000 0.285 -0.528 0.000 -0.284 0.526 0.092998 0.255296 - 0.025753 44 12S 0.000 0.304 -0.582 0.000 -0.304 0.582 0.085902 0.223995 - 0.034209 45 121 0.000 0.298 -0.578 0.000 -0.298 0.578 0.091411 0.222837 0.009012 46 122 0.000 0.216 -0.576 0.000 -0.296 0.576 0.092031 0.217536 0.019674 47 123 0.000 0.304 -0.582 0.000 -0.304 0.582 0.087926 0.216200 - 0.024339 48 155 0.000 0.382 -0.745 0.000 -0.382 0.745 0.081246 0.187969 - 0.032340 49 151 0.000 0.393 -0.710 0.000 -0.312 0.710 0.062660 0.191723 0.007434 50 152 0.000 0.393 -0.790 0.000 -0.392 0.790 0.064684 0.160503 0.018312 51 153 0.000 0.382 -0.745 0.000 -0.382 0.745 0.075750 0.163064 - 0.022240 52 21S 0.000 0.494 -1.039 0.000 -0.414 1.039 0.013295 0.029665 - 0.032718 53 211 0.000 0.494 -1.031 0.000 -0.494 1.031 0.017253 0.029751 0.007616 54 212 0.000 0.494 -1.039 0.000 -0.494 1.039 0.017338 0.025791 0.023791 55 213 0.000 0.494 -1.039 0.000 -0.494 1.039 0.013360 0.025706 - 0.016014 56 175 0.000 0.343 -0.671 0.000 -0.343 0.671 0.068071 0.127764 - 0.029424 57 171 0.000 0.343 -0.671 0.000 -0.343 0.671 0.054656 0.123736 0.005471 56 172 0.000 0.343 -0.671 0.000 -0.343 0.671 0.065744 0.119679 0.018000 59 173 0.000 0.343 -0.671 0.000 -0.343 0.671 0.045310 0.118345 - 0.017047 60 185 0.000 0.333 -0.657 0.000 -0.333 0.657 0.033635 0.099412 - 0.036249 61 181 0.000 0.333 -0.657 0.000 -0.333 0.657 0.056112 0.104607 0.007269 62 162 0.000 0.333 -0.657 0.000 -0.333 0.657 0.044274 0.095224 0.022627 63 183 0.000 0.333 -0.657 0.000 -0.333 0.657 0.058747 0.097121 - 0.020662 64 201 0.000 0.501 -0.877 0.000 -0.501 0.877 0.048341 0.070146 - 0.029584 65 201 0.000 0.501 -0.877 0.000 -0.501 0.877 0.020135 0.056591 0.006402 66 202 0.000 0.501 -0.677 0.000 -0.501 0.677 0.045511 0.061512 0.020709 67 203 0.000 0.501 -0.877 0.000 -0.501 0.877 0.009434 0.055266 - 0.014607 68 195 0.000 0.223 -0.453 0.000 -0.223 0.483 0.036376 0.079905 - 0.034840 69 111 0.000 0.223 -0.463 0.000 -0.223 0.463 0.040868 0.079137 0.007453 70 192 0.000 0.223 -0.483 0.000 -0.223 0.483 0.040900 0.074804 0.023176 71 193 0.000 0.223 -0.463 0.000 -0.223 0.483 0.036410 0.074773 - 0.018518 72 22S 0.000 0.169 -0.330 0.000 -0.189 0.330 0.038618 0.079944 - 0.018656 73 22Y 0.000 0.169 -0.330 0.000 -0.189 0.330 0.038660 0.074633 0.004394 74 23S 0.000 0.266 -0.330 0.000 -0.268 0.330 0.036483 0.087437 - 0.042047 75 230 0.000 0.268 -0.330 0.000 -0.268 0.330 0.040794 0.087480 0.023145 76 24S 0.000 0.467 -0.620 0.000 -0.467 0.620 0.015277 0.029528 - 0.009594 77 24Y 0.000 0.467 -0.620 0.000 -0.467 0.620 0.015354 0.025569 0.002469 76 25S 0.000 0.542 -0.620 0.000 -0.542 0.620 0.013338 0.057926 - 0.010186 79 250 0.000 0.542 -0.620 0.000 -0.542 0.620 0.017295 0.058003 0.004858 60 28S 0.000 1.036 -2.066 0.000 -1.036 2.086 0.002079 0.006380 - 0.024752 81 281 0.000 1.036 -2.086 0.000 -1.036 2.086 0.003942 0.006006 0.005630 82 262 0.000 1.036 -2.066 0.000 -1.036 2.066 0.004431 0.004233 0.016744 63 263 0.000 1.036 -2.086 0.000 -1.036 2.086 0.001901 0.003945 - 0.011301 84 29S 0.000 0.732 -1.379 0.000 -0.732 1.371 0.002731 0.005722 0.000073 85 29Y 0.000 0.732 -1.379 0.000 -0.732 1.379 0.002857 0.003819 - 0.000892 86 301 0.000 0.856 -1.379 0.000 -0.856 1.379 0.001500 0.067179 0.011200 67 30X 0.000 0.656 -1.379 0.000 -0.856 1.374 0.003769 0.067304 - 0.012019 Commonwealth Associates. Inc. Page 17/17 AIM TOP ar W f1Ula 1 1�1 -mg NI: Ira I r�i aka\ c. Al tizurga\ tay mw r Or `ail 1i • C3 risM1#ELEVAIION c• OF POI •�� 0`71051k. r. >• • 7.2 116■41 AL AR Sir lea Mori,- • jp Q1 > 1 1111 acne eapiisoie Q.EVATION mairy ZOO 'd MI-968 -3lti M £1:91 (I1d)86 'PP 1 1l CJ A ..s,.._....... N _.wi.....a s;c'c:..Y=1)..%K.4bE. '2:.;it.T...e zF+'A•• •• L- t —• • .'4 kti.�raaks+'.- `��:v1at :edri•<::i ?A, lib 11, Pig k HP; fon S A 9 @ 1 1 !I (h!i ! I =8 a gee T ? 1101 : V 1 ; :I I ; ;Iio not Nt “eR s 0 AA ®® 0 LR WIN II / I/ ' F ri 411%04 1146 41 !MPH ;fp 0 � a 3 11 kt i 8 I 1 dl :- fii c t ss s k 111:91 (11d)86 VP I #r �� I � II I t I J : ' h M !h iiiI , if pii I ** - " b . 11 I iii L . c - ', , j - I - � ! A ..s,.._....... N _.wi.....a s;c'c:..Y=1)..%K.4bE. '2:.;it.T...e zF+'A•• •• L- t —• • .'4 kti.�raaks+'.- `��:v1at :edri•<::i ?A, lib 11, Pig k HP; fon S A 9 @ 1 1 !I (h!i ! I =8 a gee T ? 1101 : V 1 ; :I I ; ;Iio not Nt “eR s 0 AA ®® 0 LR WIN II / I/ ' F ri 411%04 1146 41 !MPH ;fp 0 � a 3 11 kt i 8 I 1 dl :- fii c t ss s k 111:91 (11d)86 VP • L DATE: TO: COMPANY: DEPARTNIENT: MX: PHONE: 1 -1 ( 3 -,1 vo4(40em tot44,014E wthit 3 at &Mal t.1 5q6 MESSAGE: 774E m f/w/vIvr4 i)ts 747a 64' 7/4- . o ptf - retv a mier se 7 0 7 " 15 5 3 - 1. 1 F 6. 7 s 747VCe Z gee o re To yo /A) c Lc/ o rt, Afri 191-1 41 ' ) " t co g. 6 rsp op ki/ 0A1 co,...j eta d NO wo..ID U.. PROM: MAILING ADDRESS: COMPANY: DIVISION UNIT: FAX: PHONE: # OF PAGES: cludin cover 47 -raw Civil Engineering. (206) 684-3343 Z 0 ...•■■■••••■■••••■•■ DEC.16.1997 6:27PM CIVIL ENGINEERING FAX COVER SHEET NO.465 P.1/20 700 Fifth Avenue, Suite 3512 Gary Zarker, Superintendent Seattle, Washington 98104-5031 Norman B. Rice, Mayor DATE: / 2 — / a- ?-7 FROM: / RV eXy , TO: 1 4(.7 A1e- P MAILING ADDRESS: COMPANY: \TM GoA/az-71 COMPANY: [DEPARTMENT: DIVISION UNIT: Civil Engineering IFAX: FAX: 206 684-3343 ( ) [ HONE: PHONE: # OF PAGES: (Including cover page) / r MESSAGE: I Thif5 eoAforpoti . /4 4 IA- c THE et-0561r 1 TII-E e' TO TI-l-s I To 4...) elz & 0 001 ,/ //t/f OE L-/4/ -6" 4 [ I I I I I 3 ' V :P. 7' . P1ST, • • a 11.1' 7 7 tirC, .,.., .----" (-1 RINI L itt.)6LE " 6,, o - TO t. P70 Di' tAimimuril Art • .111 [ 700 Fifth Avenue, Suite 3512 Seattle, Washington 98104-5031 SEATTLE CITY LIGHT • Gary Zarker, Superintendent Norman B. Rice, Mayor FAX COVER SHEET DATE: /712 77 /9 PROM: TO: b MAILING ADDRESS: COMPANY: �. • COMPANY: . DEPARTMENT: DIVISION UNIT: Civil Engineering FAX: ♦ / T 2h" 4-83 loss PAX: (206) 684 -3343 PHONE: PHONE: # OF PAGES: • (Including cover page) MESSAGE: , f % S . ,- ' TO - /o ( c 7 "' D 1.+415 S Try w il if ten, r , r4--26., .06\4.,J;‘ W ,jar Corn. 5 k,aP. "✓ ' #60, . 5.,...L. .n.,7 / `�� .' I , , 'ep e i✓ v, 14;:e"... T C 7"rk/'Yii- Ir of a rrit4. c.,L if"./1 "i ' en 67 ,14-0.-1.-1. . f .A1-p--tec:c-A-74 -- / - 1"4-e e'^-°`\x- eaW-Lio "' 4 • ` ' ' ' - 6 - r . , 6 hA,. .&traLeJled i J 4-7=xe 144-4 1 t i- , kfte 47- ceA414.4i1:70 I 7 7 /0/4-7 G"'' ,, 'T - .vim a,ru.. A.,....,-- .4.-.....,-. rvet- . • . i i DEC.23.1997 5:44PM CIVIL ENGINEERING NO.500 P.1 /5 SEATTLE CITY LIGHT • 700 Fifth Avenue, Suite 3512 Gary Zarker, Superintendent Seattle, Washington 98104 -5031 Norman B. Rice, Mayor FAX COVER SHEET 10!07/97 TUE 15:49 FAX 1 306 739 5099 GTE MOB IL`ET- SEATTLE = .J ` -- - " - - -. "• -"- X82 `-'~ .. . Electrical Downtilt - Degrees Null Fill - dB CELIIte® 90° Directional Panel Antenna$ ELECTRICAL SPECIFICATIONS Frequency Range • MHz Impedance • Ohms Gain, Mln. • dBd/dBi VSWR' Horizontal Beamwidth - Degrees Vertical Beamwidth - Degrees Polarization Power. Max. - Watts Front -to -Back Ratio - dB Lightning Protection Connector Type - Standard API 89014 1710 -1990 50 14/16.1 1.3:1 90 7 250 25 and Female 0, -2 > -25 DCS/> -18 PC < -160 AP189014 7.8 x 2.0 x 51.2 198 x 50 x 1300 9.2 4.2) 1.1 (.5 m eralass 2.8 (.260) 125 (201 175 (778 3rd Order IMD at 2 x 38 dBm • dBc < -160 Note! All VSWR data referenced to 50 Ohms. • VSWR 1.3:1 (1710 -1880 MHz), 1.3:1 typ. 1.5:1 max. (1850 -1990 MHz). MECHANICAL SPECIFICATIONS Dimensions - W x D x H- In. (mm.) Wei. ht Excl. Mmtn•. Hdwre.) - lbs.(k Weight • Mounting Hardware" - lbs. (kg) Radiating Element Material Radome Material Wind Loading Area - ft? (m2) Rated Wind Velocity'- mph (km/hr) Lateral Thrust @ Rated Winds - Ibf. (N) Mounting Hardware - Supplied "Includes APM14 -1. API 89008 VEIITTCAL PATT[RN D' EEAI METH •To- P .10• API89011 API89009 1710 -1990 50 6/8.1 1.3:1 90 60 250 25 0 N/A AP189008 7.8 x 2.0 x 6.5 198 x 50 x 165 1.7 (.80 1.1 (.5) .352 (.033) 125 (201) 22 (98) VtRTICAL PATRON tfrMlMVTM MCAL IEDMROMTAL PATTILMM 10 ' ODVNAN AP189011 1710-1990 50 10.5/12.1 1.3:1 90 18 250 25 0 N/A < -160 Direct 7/16 DI Vertical API 89011 7.8 x 2.0 x 18.9 198 x 50 x 480 3.96 1.8 1.1 (.5) Alum UV- resistant 1.02 (.095) 125 (201) 64 (285) Alumlnu API 89014 VERTICAL PATTERN I•BAMMIDTM •t0 P ^ ^ •. . •• .u. .... •, , ., ..-,•n •nnn . ♦ Innn% "GI IAIMIC .111/101 AG 4 con API 89019 1710 -1990 50 15.5/17.6 1.3:1 90 4 250 25 0, •2 -25 DCS/> -18 PCS < -160 API89018 7.8 x 2.0 x 72.8 198 x 50 x 1850 13.2 6.0 1.1(.5) AP189018 3.94 (.366) 125 (201) 246 (109)4 YEMrICAL PATRMN E •EEAI MIIMI 19.06 Wireless Infra WIRELESS INFRASTRUCTURE ANTENNA - MOUNTING PIPE Antenna- mounting Pipes are ordered sepa- rately, as indicated, for many of the wireless support structures in this Section 19. The Pipes are selected to match the length of the antenna and any necessary height require- ments above the structure. The plain 2 -3/8" OD Pipe is hot - dipped galvanized. Product Number B1001 B1478 B1461 B1479 B1645 Description 84 3,'8" NON - PENETRATING ROOF -TOP FRAMES for wireless antennas Several ballast - secured Roof -top Frames are available for mounting wireless antennas. Each model differs both in modularity and in antenna support capability, varying in the number of antennas supported and the maximum separation. All Frame models are secured using concrete -block ballast (not included). Alternatively. Frames may be anchored to the roof using 5/8" diameter anchor bolts. The bottom of the Frames are smooth. without protruding bolts, to prevent roof damage and an optional B1567 Rubber Mat Kit (below) is also available to further protect the roof surface. Wireless antennas mount to the Frames on separately ordered 2 -3/8" OD Antenna - mounting Pipes (below). available in five lengths from 4' to 11'. The Pipes are selected to match the antenna length and the required mounting height above the roof. All materials are small enough to be easily transported to the roof by elevator. Design loading, per EIA- RS- 222 -C, is for 100 mph and 1/2" of radial ice. 99540 ROOF -TOP FRAME for two wireless antennas The 5' high 995-10 Frame supports two wireless antennas across a -' wide antenna - mounting face. Multiple units of this modular Frame may be bolted together to support additional antennas for a sector and provide greater antenna separation. The Frame's footprint is 7' wide and 95" deep. One B1567 Rubber Mat Kit protects the roof under the front and rear ballast trays. a IIICIOPLICT 1t;" 00 Optional 131-10 Rubber Mat Kit a Antenna - mounting Pipes ordered seperately (below) 0 0 B1567 RUBBER MAT KIT for Roof -top Frame The Rubber Mat Kit for Roof -top Frames rovides protection of the roof surface. Each - it, with four 1/2" x 18" x 48" long mats. protects the front and rear ballast trays of a single. 7' wide Frame. Weight: 56 lb 1/2' -r 1- 888 - 880 -9191 • The standard -duty Tower- mounted Standoff Frames support four wireless antennas and mount on either 2 -7/8" OD or 4 -1/2" OD vertical. pipe legs or pipe mounts. The Frame face is 13' wide and stands off from the tower about 5'. Separately ordered 2 -3/8" OD Antenna - mounting Pipes (see p. 19.06) are available in five lengths of 4' -11' to match the antenna size. These pipes mount in any of.15 locations across the Frame face to provide the required antenna separation. An azimuth Stabilizing Rod. 2 -3/8" OD x 13' long. mounts on either side of the Frame for convenience of tower attachment. Design loading is for 80 mph basic, wind and 1/2" radial ice per EIA- RS- 222 -E. The Frames support panel antennas with up to 8 sq ft of flat -plate equivalent area each. a maximum wind load of 320 lb per antenna. Standoff Frames for four antennas: 99560 Mounts to vertical leg size. OD Frame face width Stabilizing Rod included Yes 99561 2 -7/8" I 4 -1/2" • 13' I 13' Yes Antennas supported Antenna - mounting pipe length Ordered separately. p. 19.06 I • 1 `,\%eight. lb 515 .517 I Azimuth Rod 13' maximum TOWER- MOUNTED STANDOFF FRAME for pipe -leg, standard duty 19.18 Wireless Infrastructure Vertical Tower Leg or Pipe Mount Alternate Azimuth Rod location • yammer. MICIIIONACT 13' Face Antenna - munting Pipe . ordered separately t p. J ).) ) t) 3i" 1- 888 - 880 -9191 • 1/8" 1/8" /8" ANGLE -LEG CLAMP KIT Secures Antenna Pipe Mount to tower angle -leg. Kit includes two leg clamps. bolt weldments. nuts. lockwashers. and attaching hard- ware for Antenna Pipe Mount. PRODUCT TOWER LEG DIM. NUMBER DESCRIPTION A For 4 -leg towers B969 2 -1/2" x 2 -1/2" & 3 " 3 " B970 3 -1/2" x 3 -1/2" &4 "x4" B971 B972 B973 B1104 5" x 5" For 3 -leg towers 81103 2 -1/2" x 2 -1/2" &3 "x3" 3 -1/2" x 3 -1/2" & 4" x 4 " B1105 5" x 5" B1106 6" x 6" 81107 8 "x8" 4 -7/8" 4 -7/8" A Backside of Leg Angle -leg Clamp Kit includes two units. These Angle - leg Clamp Kit products have been enhanced and the parts redesigned. ANTENNA PIPE MOUNT for tower leg Provides vertical mounting for antenna. For use with Angle -leg Clamp Kits or with Pipe -leg Clamp Kits (this page). 2.3 8'1131161 through B11 2' t B9(,5 through B if Hole to hole (� PRODUCT NUMBER B965 B966 B967* B968 B1161 B1162 _B1163* B1164 r a . 1 PIPE MOUNT OD AND LEG SLOPE 4 -1/2" - Vertical 4 -1/2" - 12:1 4-1/2" - 16:1 6 4 -1/2" - 20:1 2 - 3/8" - Vertical 2 -3/8" - 12:1 2 -3/8" - 16:1 2 -3/8" - 20:1 *For use with Microflect's 300. 400 and 800 Series tow Attius able 111214 6l " max B1225 IOW max ;.:i' u -halt. PIPE MOUNT WITH ADJUSTABLE CLAMP Pipe -leg Clamp Kit includes two flange units. \J PRODUCT ���Ill NUMBER DESCRIPTION B1224 4 -1/2" O.D. x 80" long B1225 4 -1/2" O.D. x 10' 0" long 51 1 J'ii ot4 : (888) SSo P; PIPE -LEG CLAMP KIT q. Secures Antenna Pipe Mount to tower pipe leg. Kit includes two flange units. four u -bolt assemblies, and attaching hardware for antenna Pipe Mount. PRODUCT TOWER LEG HOLE CENTER DIM. NUMBER DESCRIPTION TO PIPE CENTER A B1153 2 -3/8" O.D. 4 -7/8" 6" B1154 2 - 7/8" O.D. 5 -1/4" 6" B1155 3-1/2" O.D. 5 -1/4" 6" B1156 =t" O.D. 5 -1/4" 6" B1157 4 -1/2" O.D. 5 -1/4" 6" B1158 5- 9/16" O.D. 6 - 1/4" 6" B1159 6 -5/8" O.D. 6 -1/4" 6" B1160 8 - 5/8" O.D. 7 - 1/4" 6" B1401 10 - 3/4" O.D. 8 - 1/4" 6" Mounts and Adapter Kits 13.1 LDF7 -50A Cable Ordering Information Description Type No. Frequency Attenuation Attenuation Average Fowpr MHz dB /100 It dB/100m k1^ • • 1 Standard Cable 1 -5/8" Standard Cable, Standard Jacket Fire Retardant Cable 1-5/8° Fire Retardant Jacket (CATVR) Low VSWR Cables 1.5/8" Low VSWR. specify operating band Cable for Cellular. standard jacket 824-894 MHz, 1.20 VSWR, max. 880-960 MHz, 1.20 VSWR. max. 870 -960 MHz, 1.10 VSWR, max. (up to 300 ft) Cable for Cellular. fire retardant jacket (CATVR) 824-894 MHz. 1.20 VSWR. max. Qualified to MIL -C- 28830/5 Insert suffix numoer from 'Low VSWR Specifications" table. Characteristics. Impedance, ohms Maximum Frequency. GHz Velocity. percent Peak Power Rating, kW dc Resistance, ohms/1000 ft (1000 m) Inner Outer do Breakdown, volts Jacket Spark, volts RMS Capacitance, pF /ft (m) Inductance, pH /ft (m) Outer Conductor Inner Conductor Diameter over Jacket, in (mm) Diameter over Copper Outer Conductor, in (mm) Diameter Inner Conductor, in (mm) Nominal Inside Transverse Dimensions (cm) Minimum Bending Radius, in (mm) Number of Bends, minimum (typical) Bending Moment. lb -ft (N•m) Cable Weight, lb /ft (kg /m) Tensile Strength. lb (kg) Flat Plate Crush Strength, lb /in (kg/mm) LDF7 -50A LDF7RN -50 LDF7P- 50A -( °°) LDF7P -50A -1 A LDF7P- 50A -3A LDF7P- 50A -2A 41690 -73 202071 -3 Electrical 50 t1 2.5 88 315 0.21 (0.69) 0.10 (0.33) 11000 10000 23.1 (75.8) 0.058 (0.190) Copper C (50) 1.83 (46.5) 0.681 (17.3) (4.05) 20 (510) 15 (50) 50 (68 (1.36 1 • • • 455) 150 (2.7) Mechanical Attenuation and Average Power 0.5 1 1.5 2 10 20 30 50 88 100 8 174 200 300 400 450 500 512 600 700 800 824 894 960 1000 1250 1500 1700 2000 2300 2500 0.015 0.021 0.026 0.030 0.068 0.097 0.120 0.156 0.210 0.225 0.235 0.280 0.304 0.328 0.411 0.482 15 0.5 0.556 0.607 0.664 0.718 0.731 0.767 0.800 0.81 0.9 6 5 .13 1.25 1.37 1.44 0.048 0.069 0.085 0.098 0.223 0.319 0.394 0.512 0.690 0.738 0.769 0.91 0.9 1 8 .35 1.58 1.69 1.79 1.82 1.99 2.18 2,36 .40 2. 2.62 2.69 3.07 3.44 3.72 4.10 4.48 4.72 Standard Conditions: For Attenuation. VSWR 1.0 ambient temperature 24 °C (75 °F), atmospheric pressure, dry air. For Average Power, VSWR 1.0, inner temperature 100 °C (212 °F), ambient temperature 40 °C (104 °F), atmospheric pressure, dry air, no solar loading, 4 -tom' it, STAN 6 � ru.rvaL RloS 474 ANDREW. Customer Service Center - Call toll -free from: • U.S.A., Canada and Mexico 1-800-255-1479 63 133 115 50.8 35.6 28.9 22.1 16.4 15.3 14.7 12.3 11.3 10.5 8.42 7.17 6.71 6.31 6.23 5.69 5.20 4.81 4.73 4,51 4.32 4.22 3.69 3.30 2.76 2.53 2.40 Ksch Without Hardware •ick and easy attachment in all types of weather. The igers snap directly into holes in the tower support mem- -- rs. Installation time and cost are substantially reduced. rtble Gripping Tabs went cable slippage without the need for a permanently hstailed hoisting grip. � Gravy Gauge Stainless Steel Construction _ gh strength and excellent corrosion resistance for long- term reliability. f apn hangers are ideal for microwave, cellular and land bile radio systems. They are available for 1 /2" to 1 -5/8" ize HELIAX coaxial cables. f ,e hanger is designed to be installed into 3/4" holes in Ipport structures 0.120 to 0.150 inch thick. Locking tabs n the hanges spring fork make the hanger highly resis- nt to pull -off. The hanger is mounted directly to tower sup - I Ort members by inserting its spring fork into precision pre- i punched holes in Andrew cable support systems. Support systems for all Andrew self- supporting towers re pre - punched to accept both snap -in hangers and tandard hangers. Andrew guyed towers have integral cable support systems which are also supplied i re- punched, when specified. Jnap -in hangers can also be used on existing towers by using adapters. Even with the adapters, fewer materials are seeded for hanging cable. Jnap -In Hanger Kit of 10 pieces. Mounts to pre - punched i 3/4" (19 mm) holes on Andrew self- supporting towers or, d h p, o any ow. G [ ransmiss use ion wit support systems terstan can t also er accommoda tower te snap -in hanger when specified. Made of heavy gauge I stainless steel. Refer to table on page 550 for maximum Spacing. L ap -In Hangers Cable Size Type Number 1/2" 7/8" 1-1/4' 1.5/8' ' See page 570 for bulk packs. 206706-1' 206706.2• 206706-3 206706.4 Tower/Hanger Adapter cable support attaches to existing angle tower members. Includes angle support prepunched with 3/4" and 7/16" holes to accommodate snap -in hanger, and standard hanger. • U.K. 0800.250055 • Republic of Ireland 1. 800. 535358 Number of Cable Runs J -Bolt or Angle Adapter Connections Required Type No. 1 4 8 t 2 3 206929 -1 206929-4 206929 -8 J -Bolt Hardware, Kit of 10 for attaching Tower /Hanger Adapter to 1-1/4" to 2 -3/4" (32 -70 mm) angle tower members. Includes J -bolt, flat washers, lock washers and nuts Type 206930 Angle Adapter, Kit of 10. For attaching Tower /Hanger Adapter to angle tower members. Stainless Steel, 3/8" hardware Type 31768A Galvanized, 3/8" hardware Type 242774 Galvanized, Metric hardware Type 242774M Cluster Mount ". Octagonal cable support for one to seven cable runs attaches to 1-1/2" nominal steel pipe or 1.90" (48 mm) round tower members. Prepunched with 3/4" and 7/16" holes to accommodate snap -in hanger and standard hanger. Supplied mounting hardware kit includes 3/8" plated bolts, flat washers, lock washers and nuts. Kit of 1 Type 207030 Kit of 10 Type 207030 -2 • Patented United States 4. 813.639 • Australia 1800-803 219 • New Zealand 0800.441.747 . AN ' / DREW 555 Insulated Hanger for 1/4" to 7/8" Cables Single. For use on insulated tower. Refer to table on pages 548 and 549 for maximum spacing. For 1/4 ", 3/8" and 1/2" cables Type 11662 -3 For 7/8" cable Type 11662 -2 Insulated Hanger for 1 -1/4" - 5" Cables Single. For use on insulated tower. Cable Size Max_ Spacing Type No. 1 -1/4" 1.5/8" 2.1/4" 3" 4 " 5" Refer to table on page 462 410/0 33948 -5 33948 -3 33948 -6 33948 -2 33948-4 33948 -1 Round Member Adapter/Tower Standoff Kit of 10 pieces. For mounting 5" cable hangers to round support members. HELIAX cable to clear tower leg flanges. Provides 2.5 in (60 mm) standoff. All parts are stainless steel or galvanized. Member Diameter, in (mm) 3. 4(75 - 100) 4 -5(100 -125) 5.6(125 -150) 554 �DRE111/. 43130 -1 43130 -2 43130 -3 Insulated Hangers and Adapters , Threaded Rod Support Kit of 5 pieces. 1/2" x 12" (305 mm) threaded rods, ceiling mounting plates, nuts and washers for suspending 5" cable hangers. All parts are stainless steel except galvanized ceiling mounting plate Type 31771-5 Angle Adapter Single. For insulated hangers. Maximum member thickness 7/8 in (22 mm). A For 1/2" and 7/8" cable Type 40430 -1 Round Member Adapter Single. For use with Type 33948 series (1- 1/4" -5" cables) insulat- ed hangers. Fits member diam- eters 1 -3 in (25 - 75 mm). Type 13550 Customer Service Center - Call toll -free from: • U.S.A.. Canada and Mexico 1. 800. 255.1479 Stainless Steel Wraplock 100 feet complete with fasteners. Use to attach 1/4" - 7/8" insulated hang ers to round members. Not to be used to attach cable or waveguide directly to towers Type 12395.1 tenance and condition of equipment. Andrew disclaims any liability or responsibility for the results of improper or unsafe installa- tion practices. Description The Tower /Hanger Adaptor consists of a 1/8" galvanized steel angle . punched with 7/16" and 3/4" holes, and is designed for installation on existing angle tower members. For clarity, Z- Braced Bracing Patterns X- Braced X- Bracing Back -to -Back Bracing Figure 1. � the Tower /Hanger Adaptor will be referenced as the "adaptor" and tower member angles will be referenced as the "angle ". The adaptor provides transmission line support for applications which require one, four or eight runs of transmission line. It is recommended the adaptors be Installed to provide hanger spacing at 4 foot intervals. Standard waveguide /coaxial cable hangers attach to the adaptor using the 7/16" punches. The 3/4" punches are used when Installing Andrew Snap -In Hangers for coaxial cable. Installation of the adaptor requires a 206930 J -Bolt hardware kit or a 31768A Angie Adaptor Kit which are ordered separately. NOTE Refer to Figure 1. The adaptor may be installed using either the hardware supplied in the J -Bolt Hardware Kit or the Angle Adaptor V 4 V 4 r NY ■/4 K- Braced Bulletin 237000 Kit. The adaptor may be installed on either angled or horizontal tower bracing members at the discretion of the installer. However, the bracing patter of the tower may affect the choice of adaptor - attaching hardware. Adaptor installation onto a tower using a back -to -back bracing configuration will require the use of clamps (supplied as part of the Angle Adaptor Kit) as attaching hardware. installation of Type 206929:1008 (eight -run) adaptor on an X- braced tower will require the use of clamps if the positioning of the adaptor requires its placement at the point which the two X- braced tower angles intersect. An eight -run support can be achieved with the use of the J -Bolt Hardware kit, by installing two 206929 -1004 (four -run) adaptors on either side of the intersection point of the X - braced tower angles. 206929 -1001 Adaptor Figure 2, 7/16" Punch 206929 -1008 Adaptor 3/4" Punch READ THE INSTRUCTIONS THOROUGHLY BEFORE INSTALLATION 1.0 J -Bolt Hardware Kit Assembly /installation 1.1 Refer to Figure 2. Loosely install 5/16" captivating bolt, flat washer, lock washer and nut onto each adaptor as shown. 1.2 Assemble appropriate number of J -bolts required for the attachment of corresponding adaptors using 3/8" flat washer, lock washer and nut as shown. J•aoh 3/8" Flat Washer, Lock Washer and Nut 5/16" Bolt. Flat Washer. Lock Washer and Nut 206929.1004 Adaptor 3.0 Angle Adaptor Hardware Kit Assembly /Adaptor Installation 3.1 Refer to Figure 4. Install clamp to adaptor at indicated locations using fillister head screw and lock washer as shown. Tighten until snug only. 3/8" Fiilister Head Screw, Lock Washer Adaptor Punched Flat Parallel to Tower Face Andrew Corporation Crland Park, IL U.S.A. 60462 Andrew Antennas Weybndge,Surrey, Great Britain Andrew AG Zurich, Switzerland Andrew Antenna Company Ltd Whitby, Ontario Canada Andrew Antennas Campbelltield, Victoria, Australia Antennas Andrew S.A.R.L. Buc, France 3.2 Refer to Figure 5. Position the slotted flat of the adaptor above the angle and install the clamp onto the angle as shown. The; outer edge of the angle should be inserted between the clamp's saw tooth and square head bolt. Using wrench fully tighten square head bolt. 3.3 Fully tighten Mister head screw attaching clamp to adaptor. Torque to 5 ft -lb. Andrew & Cia. Sorocaba. SP, Brazil Antenna de Transmission S.A. de C. V Mexico, 0.F. Mexico Andrew Corporation Tokyo, Japan Andrew S.R.L. Milan, Italy 5/87 PRINTED IN U.S.A. 2.0 Adaptor Installation to Tower Angle 2.1 Refer to Figure 3. Position the adaptor onto the angle so that the punched flat of the adaptor is parallel to the tower face as shown. The outer edge of the flat of the angle should be located between the underside of the slotted flat of the adaptor and the ca tivating bolt and corresponding hardware. 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NYWrFi'Ci` r° "&':""Y3fi'" t: gui'fes;'r*"T "ge``S* ' "' 1 • • • .. - • _ c- - -- .=MiCA o -. ALL'' " LEGS, .. ! 4 • r ! 'V -. • 7 " /O 7 - . NO. 500 1 P. 3/5 t.�11 r • w 4 • k • f ,i „,, .1 . ," 'siXi . • r • atvrE • ■ I t '' V te• { j tii I ! . f Tel••JiT'J --.A OOP p, ;l{r?,; ,;q:. ,. p: a;�.r.t�1 +k. ..�:.i:i• lt. •e•.:rK 4wa'� - "rt• ' itid��. t:,' a. �t• � �*.. rz:. k:• x�l°t apt(;.::,rz.c:,�.•�Aic�isiti, + DATE __LO -2 . -97 BY GOND : 1 L,L.!}RD `�� l✓�G si0N 00 .. TO: FROM: SUBJECT: s G Tc e,r Fi (4ew1 L f CM -1020A � N Dq1 U Cam,. ,,, c. is 7 7 s k c4 : ( tuj lG fJ DATE: f ) t J FILE: :er 3j te4.1.s 20 130 L t r n c.. e.. V e u-: _ -- -, e•r e era-,-- more ........,._ .....M..._....- ._.,....f'.2't•) Ctit3 :4;513'"" ="S KIS'h tr L r a e'K5t' c :""" "t r • 5''u`7-t e s ; Page 4 DEC.23.1997 5:45PM CIVIL ENGINEERING NO.500 P.4,5 TYPE I e Guy Strand . Alumoweld Type M Guy Strand is'eaaily handled and installed. It weighs less than any of the other high- strength guying materials. A standard coil, which can be conveniently handled by one man, may be selected for any of the sizes. Each coil is pro- tected from damage in transit by a wrapping of heavy 'craft paper. Additionally, the strand is avail- able in lengths of 2500 or 5000 feet on non - returnable wood reels. The physical properties of Alumoweld Type M Guy Strand are shown in: the table at the bottom of the page, Specification riquirements are available in ER 3008, Alumoweld Type M Guy Strand. The AIWnewe &d process In the manufacture of Alumoweld wire, high purity aluminum powder ; is compacted around a high- strength steel rod. By the subsequent applica- tion of heat and pressure a bimetallic rod with a dense, inseparably welded cladding is obtained. The strong continuous bond between the aluminum and the. steel is carefully controlled to avoid an iron - aluminum alley interface which would be brittle and susceptible to cracking under repeated beinding, The latter is characteristic of hot - dipped aluminum coatings but is not a problem with the Alumoweld powder process. After cladding, the bimetallic rod is cold drawn to finished wire sizes without changing the propor- tiens of aluminum and steel. The finished wire maintains its continuous ductile weld and dense uniform aluminum cladding which provides not only superior corrosion resistance but also good electrical conductivity. The quality of the wire is demonstrated by the fact that a minimum aluminum thickness of 10% of the radius is specified whereas other coated materials specify coatings in weight per unit area. This latter method does not insure against unequal coating distribution and possible areas of thin coating. Installations pictured on pages 3, 4 and 7 show some of the typical uses of Alumoweld Type M Guy Strand. For guying power lines, telephone lines, railway signal and communication lines, towers, masts, stacks, and similar structures, Alumoweld Guy Strand is both practical and economicaL (ABLE OF CHARACTERISTICS ALUMOWELD TYPE M GUY STRAND DE3ISNATfoN PIAM of Wald D IAM AT N B of In ro ual p fl OAP L.ai WEIGHT RESISTANCE Um 1000 Ft. ONIns /1P00 t.5 4M3 .223 3 x .102" 4,000 70 1.65 2.500 EMS .247 3 x .124" 5,700 89 ; 1.91 2.500 6M .242 7 x ,081" 6,000 164 1.13 509 7M9 .277 3 x .128" . 7,200 112 1.04 500 OM .272 7 x .091" 8,000 131 • .89 500 10M .306 7 x .102" 10,000 165 .71 500 12,5M 344 7 x .114" 12,500 208 .56 SOD .14M .363 7 x .121" 14,000 232 .50 500 16M .384 7 x .128" 16,000 262 .45 500 18M .417 7 x ,139" 18,000 306 .38 250 and SOO 20M .444 7 x .148" 20,000 347 1„ 250 and 500 ' 25M .519 7 x .173" 25,000 476 ` ,25 250 and 500 !Moir Inta„m mnn Only The above iTiy etrangn tnsy ha nerohaeod Tinder C9PPerweld $tail Onn ninny BDaalfaagoa ER 3008. STANDARD I.ENERIS FEET Cofle Rolls 10,000 5000 and 2500 5000 and 2500 5000 sad 2500 5000 and 2500 5000 and 2500 5000 and 2500 5000 and 2500 5000 and 2500 5000 and 2500 5000 and 2500 - 5000 and 2500 67.. v 126 eo r2E PP/ G.dy ;e41.vra, 7owee PO 0 9¢,v A/ c. rv4Et4r/n1 e n.7.4 ,X ,e+7 ost r✓eter-eN 7 6 r 7 SOO LAS, 5 DEC.16.1997 6:27PM CIVIL ENGINEERING 230 KV TIES WITH OTHER UTILITIES. SEATTLE CITY LIGMT POWER SYSTEM ENGINEERING INFORMATION - 1990 A11 conductor is 795 kcmil ACSR with 50 maximum conductor temperature unless otherwise noted. ✓ GO -SN from Gorge switchyard to Snohomish Substation (SPA). Both the City Light portion and the EPA portion are on double circuit steel towers. SN -8001 from Snohomish Substation (EPA) to Bothell Substation is on wood pole structures. f SN -BO#2 from Snohomish Subetetion (SPA) to Bothell Substation on double circuit steel towers. CO -CR from Covington Substation (SPA) to Creston Substation. The BPA portion ie from Covington to South Renton on single circuit steel towers. The City Light portion is on double circuit steel poles from South Renton to Creston Substation. CO -DU from Covington Substation (SPA) to Duwamish Substation. The BPA portion is 1780 kcmil 'ACSR on single circuit steel towers from Covington to South Renton. The City Light portion is on double circuit steel poles from South Renton to Bangor St., and double .circuit steel towers from Bangor St. to within 1.11 miles from Duwamish, and on wood H -frame structures into Duwamish Substation. MV -DU from Maple Valley Substation (SPA) to Duwamiah Substation. The BPA portion is on single circuit steel towers to pole 335 with 0.22 miles of 1780 kcmil ACSR in the cir.. nit. The City Light portion is on double circuit steel poles from pole 335 neer South Renton to Bangor St., and on double circuit steel towers for 2.3 miles from Bangor St. to Duwemieh Substation. MV -MA from Maple Valley Substation (BPA) to Massachusetts Substation. The SPA portion is on double circuit steel towers, and the City Light portion is on double circuit steel towers from Maple Valley vicinity to South Renton, double circuit steel poles from South Renton to Bangor St., 'double circuit steel towers from Bangor St. to South Sub vicinity, and single circuit steel poles from South Sub vicinity to Massachusetts Substation. MV -EP from Maple Valley Substation (BPA) for 1.13 miles on double circuit steel towers end on double circuit steel poles for 3.89 miles to 55th S. end 5. Bangor Street, on double circuit steel towers from Bangor Street to Beacon Hill Cable Terminus (4.5 miles) and 2500 kcmil aluminum conductor in 10" pipe type cable for 4.56 miles to Eaat Pine. TA -SO from Talbot Hill Substation (PSP&L) to South Substation. The line is on double cir- cuit steel towers from Talbot Hill 5ubetetion to South Renton, double circuit steel poles from South Renton to Bangor St., and double circuit steel towers from Bangor ' Street to South Substation. JSK -B0 from SncKing Substation (BPA) to Bothell Substation. The City Light portion is on double circuit: steel towers, and the BPA portion is on single circuit steel toward. 80 -SA Bothell to Sammamish (PSP&L) 230kV tie. The City Light portion is an a double - circuit steel pole on the Skagit R/W for about 0.96 mile 90°C conductor design temperature and con- nects to Puget's rebuilt (old Beverly Perk - Sammamiah 115kY) 230kV line where the two Right - of -ways cross. Puget's portion of the tie is 13.3milee. NO.465 P.2/20 TH.! LtLt nl_mItted to Pucvt 2minc Pnwor Lh 2umuuly at ••c1t and to Sontt.:t! 22.1),'2CU volt ti! Ltt Sci!nd ccw5; urd Li;: -FA fron r r511!.! .a!".t to ' Sui:utht.irm ;:'SPAL). be City LIqht purtr 19 AT.E'; on wcor',/concrett :cies, Ltne uuot cnnotrortIon. r cm CM 7 fill dion to ';or''n. Loku tep 7 'ucrYti :.P, Etnittlu'Ll onrcLIdn on vlcco 217Y LIT 272 'rom mhp:e ELL:etL:lo- ;FrA: to Sns<1-1 ccr'st:J;:t!IC 7 c1 ACS on mcLn.t -"-..t s:ec: towers, except '' 3 7o7tIon cn •t cl:zuit towmr. odItt orlc t-2 2L1t : 2. 3urn!.ntIon mtleo A:2:Ft rom tu Eclicur tn, diuc r:om r!e ' c.::: 5 n- 'c: , aoutLe tr:Ar:1 An,1 ::,itat:on Cr ,ic:Jf: t3wur5. ncIndt,ctcr ; L DE:C: i5, ^1957 6fc' 1 IL EFNGINEERfN6 SEATTLE CITY LIGHT POWEA SYSTEM ENGINEERING INFORMATION - 1990 OTHER CITY LIGHT TRANSMISSION LINES 115 KV TICS WITH OTHER. UTILITIES The output of Cedar Falls Plant is transmitted to Puget Sound Power & Light Company at 115,000 volts and to Seattle by a 230,000 volt tie with Puget Sound Power end Light Company. CF -FA from Cedar Fs).le Plant to Fairwood Substation CPSP &L). The City Light portion ie 397.5 kcmil ACSR on angle circuit wood /concrete poles, line post construction. CF -RA from Cedar Fells plant to Rattlesnake Laka tap (PSP &L) in Puget's I.P. tl Line. Seattle's portion is line post construction an wood poles. OTHER CITY LIGHT 230 KV TRANSMISSION LINES NO.465 P.3/20 ,/k-SK from Maple Valley 5ubetation (SPA) to SnoKing Substation (SPA), constructed or 795 kamil, ACSR on double circuit steel towers, except far SPA 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 is 0.9 miles pipe cable. DU -DE fromm Duwamiah Substation to Delridge Substation constructed of 795 kcmil SAC on single circuit steel poles. SO -EP from South Subetation.to East Pine Substation ie 0.55 miles of 0.H. 795 kcmil ACSR on double circuit steel towers from South Substation to Beacon Hill terminus, and 4.22 miles of 2500 komil copper conductor pipe type cable from Beacon Hill terminus to East Pine. SO -MA from South Substation to Massachusetts Substation, constructed of 795 komil SAC on single circuit steel poles. CR -SO from Creston Substation to South Substation is 5.38 miles of overhead 795 kcmil ACSR on double circuit steel towers. DU -CR from Duwemish Substation for 1.11 miles on double circuit steel towers end 1.17 miles into Creston Substation on wood H -frame towers. The conductor is 795 kcmil ACSR. ...•DEC.164997 • • ;:rtere4iPt: - 0 0 in CIVIL ENGINEERING "Y CLEVIS 'TIMER FITTING NO P.43/20 .• • I I 1 DEC.16.1997'' ^ 6:43PM CIVIL ENGINEERIN( 2 /4- rr em �Z Ti- toa98 ITE M * l DOUBLE STRING SUS PENS IO ... . TYPE "D "C INSULATc USED ON TOWER TYPES 842, 9 52 AND ON OU7'S11 DEC 16 1997 6 43PM CIYIL'ENGINEERING . • P M AT644 14 NE vrem TD-foc18 jJ DEC.16.1997 6:43PM CIVIL ENGINEERING NO.465 P.16/20 c. {Dkl INSULATORS ASSEMBLY RS NOT INCLUDED), E OF LINE ANGLE OF TYPES C6 AND Cl 4 /4 1 TM PO4,8 t C T 4PM CIVIL ENGINEERING DEC . 16.1697 6: 44PM IT DOUBLE STRING SUSPENSIO TYPE "D U" NSL FOR INSIDE OF LINE ANGL Ot 1-- 4 . . • . .. DEC.16.1997 6:44PM ' CIVIL ENGINEERING 1 .141 tc1 1 .441 tr) L BALL: CLEVIS.. AN Vi 0 a • 1-1ACKI-S • 4 1 "c' ear - R 111 7. fee sour r. 46P. 19/2 rral . 00 5 MA-Tc,4t.t m5 a. DEC.16.1997 6:44PM CIVIL ENGI EERING 611111. I M 'ft({tIN£' G L I II)N INSULATORS ASSEMBLY L N i R5 N _CLU GLE ON TnWER TYPES C6 TY AND CT_ NO.465 J P.20/20 • S : y ` C 8OLT5 f $f.3 T b - ► co, 8 • .4"!!", !!!!•.."" r""' f"'" r""7 r7 r77 V.t. 2ez kq - TrA f■■• - r „1 oz4i - • :oat 001 go? ..e l 1,4 I 1 • r .1 /4-4& c- _ a/MU NO WIAT PEAK Trm TorveR NOTES..-Union otherwise noted:- STM GEo& or 17 A 57 tvl 49T Specification i Protoctive Coatini-_ HOT 00 &UAW& - - - .7 z .0 /w4Rtri . 777 r.777 777 0 z i . 0 • VI CD /117 girOUND AVE PEAK 7YPE" ratilEA' 017Aaeaeal1E •Fa1/ir Nwafive:070iv one ° a/71 ar 51ATIZE POZ ear 1/411T/Nd mArk rf Tilloffixt 7b Ile 505Pavriliti2 A'eAmE0 Rmumns minor ram am ritalla1tilT1 - [ ul 0 L_o (L. 5 SEATTLE CITY LIGHT DESIGN CALCULATIONS PROJECT WO PE 164. (9.89) DATE BY CHK PAGE OF Consulting Group, Inc. TELECOMMUNICATIONS DATE: January 28, 1998 TO: City of Tukwila Permit Center 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 THE FOLLOWING DOCUMENTS ARE ENCLOSED: One One One Two Five PURPOSE/COMMENTS: NOTICE OF TRANSMITTAL John Evans Project Engineer GTE WA0158 -E Roxbury /Seattle City Light Tower PCS Site 10710 East Marginal Way South Seattle, WA 98168 Thank you. Check for $495.46 Plan Review Fee Commercial Permit Application Legal Description (From Title) Sets of Structural Calculations Sets of Building Plans DELIVERED BY: HAND XX MAIL PICK -UP OVERNIGHT Submittal for WA0158 -E Roxbury /Seattle City Light Tower PCS site for Building Permit (see conditional use application number L97- 0073). JMCG estimates the value of this project at $80,000. GTE proposes to construct a radio communications facility consisting of radio equipment at grade level and antennas mounted on the existing transmission tower. If you have any questions regarding this application package, please call me at (425) 882 -7480 ext. 105, or call Cheryl Halverson, Project Engineering Coordinator, at (425) 882 -7483 ext. 102. Bellevue Office: 12828 Northup Way, Suite 301 • Bellevue, WA 98005.1932 • Telephone: (425) 895-1440 • Fax: (425) 895.1441 A strip of land 200 feet in width, said strip being more particularly described as follows: SCHEDULE A. PAGE 2 Commitment No.: 43652 That portion of Government Lot 11, Section 4, Township 23 North, Range 4 East, W.M., in King County, Washington, lying East of the Beck Road (now known as West Marginal Way); EXCEPT the South 460 feet thereof, which lies within the limits of the following description: Beginning at the Northwest corner of the above described tract; THENCE South 88°46'13" East along the Northerly line of said tract a distance of 199.54 feet; THENCE South 56 °12'46" East a distance of 984.48 feet more or less, to the Easterly line of said Government Lot 11; THENCE Southwesterly along said Easterly line to a point in a line which is parallel with and 200 feet Southwesterly from the line described above as bearing South 56° 12'46" East; THENCE North 56 °12'46" West along said parallel line a distance of 1,059.61 feet more or less, to the Easterly margin of West Marginal Way; THENCE Northerly along said Easterly margin of West Marginal Way a distance of 139.89 feet to the Point of Beginning; TOGETHER WITH that portion of the Northwest quarter of the Southeast quarter of Section 4, Township 23 North, Range 4 East, W.M., in King County, Washington, lying Easterly of West Marginal Way less the North 512.5 feet thereof; AND EXCEPT West Marginal Way which lies within the limits of the following description: Beginning at the Southwest corner of the above described tract; THENCE Northwesterly along the Easterly margin of West Marginal Way a distance of 285.25 feet; THENCE South 40°20'15" East a distance of 268.60 feet; THENCE South 56°12'46" East a distance of 143.33 feet to the Southerly line of the above described tract; THENCE Westerly along said Southerly line a distance of 199.54 feet to the Point of Beginning; EXCEPT that portion deeded to the State of Washington under King County Recording Number 5224977. END OF SCHEDULE A City of Tukwila Department of Community Development MESSAGE: Per c5ur 71rtari.L DATE: • TO: GTE FAX:(4 8cI6- I COMPANY: GTE FAX TRANSMITTAL NUMBER OF PAGES, INCLUDING COVER SHEET acsrAvc_r . CITY OF TUKVVILA DEPARTMENT OF COMMUNITY DEVELOPMENT --- FROM: larrwrn John Rants, Mayor Steve Lancastel, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 --- - - - Project: . .7 0)(4.,/, 6 n: - of inspection: , ,....- i tut_ .0 j Address: 44_ / 06 t j - 6 c2) Date called: f/ / Special instruction% 5 P -141M.75 f<— . - (41.re-f--- k Date wanted: 9 rc/fer' CaDn. C_: Requester:-1" Phone No . COMMENTS: .• i , _ L -/- 4i 1 I 5 4-4 , ■ -_ .11/ I /- AP .1 i ..., CI) Yo i.1 / 5r) I-7 1. 0 qe A / _ r --- ) I inspector: c i i ,.‘ e ,f/74Th Date: ' ..m 7---t-r" SI I I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION enter Blvd., #100; Tukwila, WA 9818 NE-003 PERMIT NO. (206) 431-3670 A roved per applicable codes. Corrections required prior to approval. • • • $42.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must d.. Suite 100. Call to schedule reinspection. 04/12/1999 11:52 425- 557 -0765 Sincerity, Jim Trueblood Vice President Date: Pages Including this cover page: • ,o0/6-00, B & T DESIGN & ENGINEERING, INC. P.O. BOX 0595 • ISSAQUAH, WA 98027 (206) 557.0779 • (206) 557 -0765 (FAX) Facsimile Cover Sheet To: Company: Phone: Fax: From: Company: Phone: Fax: Micheal Jenkins (City Inspector) City of Tukwila Building Department (206) 433 -1800 (206) 431 -3665 Jim Trueblood, Vice President B & T Design & Engineering, Inc. (425) 557 -0779 (425) 557 -0765 3/22/99 & 4/12199 3 Re: GTE ROXSURY (WA 01593 GTE Wireless sit S S.P.A. Tower structure As -Built Grating Load requitement approval letter. Deer Mr. Jenkins, This letter Is regarding our review of the existing u -built protective grating used for this sit. As shown In the enclosed structural calculation the grating performs to a 139 p.s.f. capacity. The required allowable per our design is the required live load plus dead load with a 2.0 Impact factor placed on the live load. This maximum loading Is 60 p.s.f.. The grating capacity is at a calculated 139 p.s.f.. The drawing required load of 360 p.s.f. Is a type error. The as -built grating as shown in the shop drawings and on site is adequate for the design Intent of this project Please call if you have any regarding this issue. EXPIRES a o/i s I Swanson Archl$ci wal Group, Darrell Swanson, AIA J.M. Consulting, John Evans (Pax (426) 995 -1441, 4,12,953 04/1 IF B & T DESIGN & ENGINEERING, INC. PO. BOX 0595 • ISSAQUAH, WA 98027 (206) 557-0779 • (206) 557-0765 (FAX) STRUCTURAL CALCULATIONS FOR THE GTE ROXIBURY (WAO15$) WIRELESS SITE AT S.P.A. TOWER SITE CELLULAR EQUIPMENT ICE PROTECTION GRATING STRUCTURE ARCHTIZCT: SWANSON ARCHITECTURAL GROUP 90 N.W. DOGWOOD STREET ISSAQUAH, WASHINGTON 98027 (PROJECT ARCHITECT - DARRELL SWANSON, AIM DATE: FEBRUARY 22, 1999 DATE: MARCH 22, 1999 r EXPIRES i plat 1 crryo OF Tu Kwiul 4P? 13 199g PERMIT canal t' • r 04/1 11:52 425-557-0765 T owes a narsimaa, PROJECT taleICU SHEET NO. 121— DESCRPTI 41 4 1 DES DATE (425) 557-0779 CHK J08 NO. 1191S I c> x , ra( le-1/11-4 J50.i5r." rso O. rtf , 1111111116111211 3 1 (if ePoc6 I t 4. (1c3,1 at 0 140 grftetrit4- oot 1 t ts 4 s. Com preA4.!bAPIcni.45 146- '5 arr I • • PAGE 03 • • • • • 1 60 '.4A404J.) ' ECEIVeb ITV OF TUKWILA . PP1. 1 ? - akfarriEur PROJECT NAME REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F colt tivna PLAN REVIE an r LIP ACTIVITY NUMBER DEPARTMENT: ING DIVISION ❑ g C 0R D98 -0031 GTE WIRELESS OF THE PACIFIC FIRE PREVENTION STRUCTURAL ❑ NA- DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS El DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ID DATE DATE 1 -29 -98 PLANNING 3 P ERMIT COORDINATO DUE DATE 2 -3 -98 NOT APPLICABLE ❑ . DUE DATE 2 -17 -98 • a NO FURTHER REVIEW REQUIRED ❑ NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) 0 (CertiRcadoa of occupancy required. • 1111.11 LDERi CONCEPT • . • • DEPMP INDUSTRIES •. ":..CONST:CONT GENERAL REGISTRATION NUMBER CCO2. BUILDCI044RZ 12/09/1998... EFFECTIVE DATE 12/09/1996. BUILDERS CONCEPT INC 16541 REDMOND WAY STE 123C REDMOND. WA .98052 16541 Redmond Way Suite 123.0 • Redmond, • Office 12061444.92M @Fax 120b) 7d8.1 273 0 o .d IYPI -S68-SZVtlal • 9ZIPI Wid)86 1134 4. VALUATION OF PROJECT: ESTIMATED CONSTRUCTION COST: SITE WORK; ACCESS & FENCE ANTENNA SUPPORT STRUC. TOTAL • , ,vy 5.,. PARKING STALLS N /A. 6 430IGNATED ' sErdsrnve AR g r 7 . PROIP[OSSO USE• , •s ,COMMUNICklot s FACILNT�I � ; N3 EJaS11NG3 AL:pINGS ON'SRTE. SITE PLAN SCALE : 1 =20' CODE DATA 1. SIZE OF PROJECT SITE: FOR EQUIPMENT FOR ACCESS PATh TOTAL 2. EXISTING ZONING OF SLTE `: MIC /H (INDUSTRIAL) 3. PREVIOUS PERMITS: Cmr c GRASS / \. N EXIST. TOWER. \ \�. 71 .DUO --34 OCCUPANCY OF PROPOSED USE: NONE (UNMANNED FACILITY) E USED FOR THIS WORK: 1994 UBC RGY CODE.. COMPLIANCE: =NA DESIGN EXPOSURE: 80 MPH,'' EXP. C BEARING CAPACITY_ EXISTING POWER AND TELEPHONE POLE ExT CURB rTY:P.) \POWER VAULT i.2' -. - SPIRAL CURVE >- -L = 1. 52.94' Degree of Curve = 01`2636 NEW BTS EQUIPMENT ' ON CONCRETE SLAB GENERAL NOTES: JMCG '= ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CAS AND CRORNANCES. FEW VERIFY ALL DIMENSIONS k CONDITIONS PRIOR TO ORDERING AND BEWONG CONSTRUCTION. MOTWY ARCHITECT OF ANY DISCREPANOES. ANTENNA ROUTW IS SCh]EMAT,i;.:. CONTRACTOR TO DETERSENE MOST DIRECT ROUTING AS APPROVED BY OWNER. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE YARaESS COMPANY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOct hENTS_ CONTRACTOR SHALL FURNISH ALL -CONNECTION HAROWARD SHALL EE STAINLESS STEEL OR AS APPROVED BY WIRELESS COMPANY DOCUMENT REVIEW /APPROVALS AP-PLI ;A GTE' WIRELES OF, THE PACW1 2821 NORTHRUP WAY SUITE 200, BELLEWE, =WA 98004 (425) 739 -5000 OWNER: SEATTLE -CITY LIGHT; STEW HAGEN 3006 NORTHDP WAY, SUITE 101 BEU_EWE, WA 98004 . (425) -684- 3327 CONTACT: ZONING APPLICATION STEVE WELTON NA CONSULTING GROUP, INC. 500 1081H AVE NE SUITE 1150 BELLEVUE, WA .98004 (425) 637 -6650. CONTACT -BIIRONG- PERMIT- APPUCATTON :JOHPL EIANS - i CONstILTING GROUP, INC. '500,TOBTN_;AVE NE, SUITE 11 Q $ELLEWE,'10 - 98004 (425) `635 - 5840. I :. nders that the PIN C he c k approvals are..: su ectto erro rsand art +ssioris and1i06 pf alof; = plans d oes Ap` a nhUrrEA the V +ola °f anH. 7. `adopted' cad? or 9r dtnance R eceipt 0f con tractor's copy 0f approved pla0000knowfed9ad.: PROJECT ; DESCRIPTION: INSTALLATION OF AN UNMANNE @WIRELESS- _ COMMUNICATION .FAOUTY CONSISTING OF. RADIO EQUIPM LOCATED AT-GRADE LEVEL, AND ANTENNA SECTORS WIRT A,MAXIMUM`(* (4) ANTENNAS PER SECTOR, AT THE TOP OF 6515 POWER TRANSMISSON , TOWER, , PROJE INFO: CONSTRUCTION TYPE - - N O OF ?'STORIES: TAX PAREEL'NO.: - 052304- 9098,-01 BUILDING CODE:' 1994 UBC . JURISOICTIWE - OTY OF 1UKWLA,. ;. ZONING :y, '. MIC/H (INDUSTRIAL). ACREAGE 0.96 SITE ADDRESS: SEATTLE CITY UGHT TOWER 10710 W. MARGINAL WAY PL SEATTLE, WA 98166 LEGAL DESCRIPTION A STRIP OF LAND 200 FEET =IN -WIDRfi, SAID S1RIP,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF GOVERNMENT LOT Ti. SECTION 4 TOWNSHIP 23 NORTH, RANGE 4 EAST, - W.M., :'IN KING COUNTY, WASHINGTON, LYING` EAST OF THE BECK i'.OAD (NOW KNOWN AS *"WEST 'MARGINAL WAY); EXCEPT' THE SOUTH 46.0 FEET THEREOF„ WHICH LIES WITHIN THE LIMITS OF THE FOLLOWING:. ' FOR MORE DETAILED DtSCRIPTION REFER TO :SHEET:C -1. DRAWING INDEX T SITE PLAN AND GENERAL INFORMATION C -1 SITE SURVEY A -1- . ENLARGED PLANS -ANT ELEVATION -. A -2 - DETAILS A -3 - ICE CANOPY AND CONCRETE SLA$ =DETAILS, E -1 ELECTliCAL NOTES AND DETAILS ELECTRICAL. GROUNDING NOt,. DATE By 8. : •tDII 8'G EXIST. TOWER H =158.6± 10U0-34N EXIST. CURB r(TYP.) 12'± ASPHALT WALKWAY A = 001817 R 3970.00' T = 2211' L 44.22' SITE PLAN SCALE: 1"=20' S SITE ■ \ JOh 9� \ 4 y� 4 - 003 3 EXIST. FLOW UNE (1W.) DUWAMISH RIVER UGHT POLE H =40.8± POWER VAULT 1.7' x 1 e VICINITY MAP NOT TO SCALE SPIRAL CURVE L - 152.94' Degree of Curve = 01'26'36" LEGAL DESCRIPTION EDGE OF ASPHALT = 00'38'17" R - 3970.00' T = 22.11' L = 44.22' \ 105' A STRIP OF LAND 200 FEET IN WIDTH. SAID STRIP BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: THAT PORTION OF GOVERNMENT LOT 11, SECTION 4, TOWNSHIP 23 NORTH, RANGE EAST, W.M., IN IN KING COUNTY. WASHINGTON. LYING EAST OF THE BECK ROAD (NOW KNOWN AS WEST MARGINAL WAY); - EXCEPT THE SOUTH 460 FEET THEREOF, WHICH LIES WITHIN THE LIMITS OF THE FOLLOWING DESCRIPTION: NUMBER 5224977. SURVEY POINT 1018 NAD83 47'30'23.4 "N 122 ELEV 1513 NAD27 4710'24.1 "N 122'17'54.0 "W { BEGINNING AT THE NORTHWEST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE SOUTH 88'46'13" EAST ALONG THE NORTHERLY LINE OF SAID TRACT A DISTANCE OF 199.54 FEET; THENCE SOUTH 56'12'46" EAST A DISTANCE OF 984.48 FEET MORE OR LESS, TO THE EASTERLY LINE OF SAID GOVERNMENT LOT 11; THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE TO A POINT IN A UNE WHICH IS PARALLEL WITH AND 200 FEET SOUTHWESTERLY FROM THE DESCRIBED ABOVE AS BEARING SOUTH 56'12'46" EAST; THENCE NORTH 56'12'46" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 1,05161 FEET MORE OR LESS, TO THE EASTERLY MARGIN OF WEST MARGINAL WAY; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF WEST 1AAT NAL WAY A DISTANCE OF 139.89 FEET TO THE POINT OF BEGINNING; • TOGETHER WITH THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEASTQUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. LYING EASTERLY OF WEST MARGINAL WAY LESS THE NORTH 512.5 FEET THEREOF; AND EXCEPT WEST MARGINAL WAY WHICH UES WITHIN THE UNITS OF THE FOLLOWING DESCRIPTION: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE NORTHWESTERLY ALONG THE EASTERLY MARGIN OF WEST MARGINAL WAY A DISTANCE OF 285.25 FEET; THENCE SOUTH 40'20'15" EAST A DISTANCE OF 268.60 FEET; THENCE SOUTH 5612'46" EAST A DISTANCE OF 143.33 FEET. TO THE SOUTHERLY LINE OF THE ABOVE DESCRIBED TRACT; THENCE WESTERLY ALONG SAID SOUTHERLY LINE A DISTANCE OF 199.54 FEET TO THE POINT OF BEGINNING: EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON UNDER KING COUNTY RECORDING EXIST. TOWER H 158.81 /DUO -34N SITE INFORMATION .;-TAX LOT NUMBER: - 1 042304- 0913 -09 SITE ADDRESS , : j 10800 W. MARGINAL WAY SOUTH I SEATTLE, WA 98168 *_SITE CONTACT JUNE JACOBSEN (206) 684 -3324 AREA "200,780± S.F. 4.61± AC -1 4 DATE. 900$ ' O 5 O6 91 O1 55BO2� s• 1N NOTE TREE LEGEND 0 DECIDUOUS TREE BENCHMARK IS DO BASE TACK IN LEAD ELEV = 20.6 EASEMENT FOR ELECTRIC TRANSMISSION UNES IN AF #2480585 MAY HAVE VESTED ALL INTEREST TO THE CITY OF SEATTLE. AL12 AL= ALDER TYPE ‘`-TRUNK DIAMETER (IN) DS=DECiDUOUS MA =MADRONA EVERGREEN TREE =OAK CH = CE =CEDCHERRY AR 195.2 DF18 DF- DOUGLAS FIR `HEIGHT AGL IF MEASURED HE-HEMLOCK EVG =EVERGREEN NOTE: TREE DRIP UNES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES LESS THAN 6" NOT LOCATED EXCEPT AS SHOWN THIS PLAN DOES NOT REPRESENT A REVISIONS DESCRIPTION, SITE BENCHMARK 4 "x4" CONC. MON. ELEV = 17.1 LEGEND OP P b O G Dl OT —55- 0 O —5D-- W M 4 152.49 DARY SURVEY 9 POWER LINE (BURIED) POWER UNE (OVERHEAD) POWE'R'(UTIUTY) POLE GUY POLE OR ANCHOR LIGHT POLE/LUMINAIRE GAS UNE GAS VALVE PHONE UNE (OVERHEAD) TELEPHONE MANHOLE SEWER UNE SEWER CLEAN OUT CATCH BASIN STORM DRAIN WATER UNE WATER VALVE FIRE HYDRANT WATER METER CHAIN UNK FENCE EXISTING SPOT ELEVATION DCI MINCANSON COMPANY, INC. O4I. M IImngiI 1ril11�11e . 1NIpfArWiralia WWf"'llgW I N - NMM141 > N�Y71MWl D AVt joAlt: 10/14/97 C1 CT 96180.168 ROO APPR / FEB 12 1998/ BUILDING 0 GT ... JMCG 0 Q J BOUNDARY MAP SCALE: 1"=60' CAUTION! BURIED UTIUTIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE - CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1- 800 - 424 -5555 BOUNDARY WAS DERIVED FROM: 1. ASSESSOR'S MAP OF SEC. 4, TWN. 23 N.,, RNG. 4 E., W.M., IN KING COUNTY, WASHINGTON. 2: W.S:0.OT. PLANS FOR STATE ROUTE 99, NW 1/4, SE .1/4, SEC. 4, TWN. 23 N., RUG. 4 E., W.M. ' SHEET 2 OF 7 SHEETS. WA0158(E) ROXBURY SEATTLE CITY LIGHT EXISTING SITE SURVEY BASE EL 16.00 WALE : 1 /8' =P -D" GENERAL-,-NOTE ." I. THIS D RAINING BY ` SWA N SON- ARCHITECTURAL CROUP HA5 BEEN .. PREPARED' -TO SHOW'A;6ENERAL:6UIDELINEFOR . !PORTING THE ANTENNA` SUPPORT STRUCTURE, IT HAS'.BEEN PREPARED; BASED' O N INSTRUCTIONS JM'CONSULTING.GROUP..aSIMILAR SUPPORT STRUCTURES HAVE BEEN.U5ED ON OTIIER G75. MANUFACTURES PART NUMBER5, IF SHONIN, ARE FOR A GENERAL 6UtP LINE ONLY. . ACTUAL PART NUMBERS SHALL 8 E- GONFIRMED, DESIGNED AND•t ENGINEERED BY THE' MANUFACTURER OR FABRICATOR 'DESIGN CND , FABRICATION- S HALLaBE BY A' QUALIF.IED FAB►2IEATQR.OR' MANUFAGTURER . DESIGN SHALL LL "MEET A APP LXABL CODES, AND TAKE INTO CONSIDERATION ANTENNA5 ,TO BE FLAGED DN THE SUPPORT STRUCTURE. AND LOADS, LOADS, AND ALL: OTHER LOADS AFFECTING THE`DESION SHALLBEtCONSIDERED: 2. STRUCTURAL ANALY515 FOR THE TOWER SUPPORTING THE ANTENNA BRACKET AND INSTALLATION OF ;THE ANTENNA 'BRACKET ASSEMBLY SHALL BE .DONE BY `OTHERS. ;GONSTRU_ GTION -SHALL NOT PROCEED- UNLESS WINNER IS ADEQUATE FOR Tf INTENDED LOADS.: 16 Front Street North ssaqqu Was. ten 98027 Fax 425 "39 —1544' (42) 592 -0616 0 EXISTING TRANSMISSION LINE AND CONDUCTORS (TYPICAL) TOP OF EXISTING TONER STRUCTURE FUTURE ANTENNAS TOP OF NEW ANTENNAS 4 g FUTURE ANTENNAS FUTHI ANTENNAS FUTURE ANTENNAS NEN RADIO EQUIPMENT, SEE DETAIL ® FUTURE EXPANSION EQUIPMENT SHOWN FOR COORDINATION PURPOSES © NEW CONCRETE EQUIPMENT PAD, SEE SHEET A -3 FOR DETAILS_ pD NEW TRANSITION VAULT AND COAX CONDUIT; VERIFY WITH EQUIPMENT M9 NEW UTILITY MOUNTING FRAME, SEE DETAIL Atk e NEV COAX GABLE WA1(ESUIDE 2414x3"D H.D. "GRIP - STRUT° (PLATFORM) ON 3' -0" WIDE CONCRETE - PAD. SEE DETAIL © NEW ICE CANOPY ABOVE EQUIPMENT AND. SLAB, SEE -SHEET A -3 FOR DETAILS. • NEW SHEET METAL SHROUD TO V-0" ABOVE GRADE QI NEW GPS ANTENNA. ATTACH TO ICE CANOPY w/ APPROPRIATE HARDWARE: Q NEW POKIER AND TELEPHONE CABINETS BY GTE. SEE DETAIL Q NEW COAX CABLE RUN AT INSIDE OF :TOWER. ATTACH CABLES WITH ANDREW SNAP- IN-HANSERS INTO ANDREN TOWERMANGER ADAPTER. ATTACH ADAPTER TO .EXISTING. TOWER:BRAGE .ANSL£S WITH APPROPRIATE CLAMPS. SIZE,OP HANGERS: AND ADAPTERS TO. BE DETERMINED BY, SIZE OF COAX GABLES. VERIFY WITH PRO"ECT MANAGER PRIOR TO CONSTRUCTION: CLC GEN�RA+L NEW MICROFLECT.ANTENNA MOUNTING _r- AMC, PART #ca l WI rH (4) PANEL ANTENNAS, -((2); NEW ,AND (2)_ FUTURE),:P M FRAME TOWER WITH MICROFLEGT PIPE *81224 AND MICROFLEGT, ANGLE -L€6 CLAMP KIT. VER ETCHER LEE SIZE. FOR APPROPRIATE CLAMP KIT SIZE. REFER TOb1AIL`0 SEE GENERAL NOTES BELOW. ©. N/A ©N NEW 6-0" HIGH CHAIN LINK. FENCE WITH 12" OF,S- STRAND BARB AT TOP , TYPICAL (4) SID EE D TAIL' . PLACE. FULL ' HETGHT - BROWFI VINYL SLATS IN ENTIRE FENCE AND GATE. © NEW 4' -O" WIDE ACCESS GATE .SEE DETAIL ?am ANIMAS ADAST ANTENNA HEIGHTS AND MOUNTING FRAES ADJIBT ANTENNA - i M FROM m lay CO STR ClION DRONES - NO..: DATE By Revfelmc Seals : DRA8NC NOT VAIN UN11L SIGNED AND .DAIED BY DARRELL"SWANSON COPYBIGRO t 7 Darren' A- Bwaoeau `N ro .A t W - - Dse.e A. -4m.ai ad en ii°t -. w.weor.e�wa' .w�e. �adae.°ti we..p � aie e.es. raw U°eeE .mr. s.eT. D PRINTTED ON 11x1 `AR 50% OF SCALE SHONM . Fol io -no. Q�84 iI6- Dat : :14 c T'A S : AS SHOWN Designed by Drown, : WH Checked by : DAS ` - Approved by :DAS Date issued Date issued fr Zoning, Permit Date - issued for Buil Permit :. S ding Date _issues . b'-0' FENCE POST AND 45° ANGLED BRACKET 4` 5/b` x V4' GLEAN, CR BED POCK MPH 14) t NES MIMA3.- PRO.r.GT AFEA .. - FRONT GOV132 PLATE- .. NE3I KNOCKOUT PLATE MINIMUM REQUIRED CLEAR ' I` SPACE AROUND EGLIPMENT C CARNE'(. I' °MFR TO PROVIDE KNOCKOUT I FOR CONDUIT IM eautp GARRET C,ONIRACTOR TO PROVIDE 4 I ' INSTALLER) 4'- CONDUITS FROM EQUIP. CABINET TO TRANSITION J VAULT FER MFR. TRACTION VAULT Date issued. : IQ'17E Date issued for Zoning' Permit; Date_issoedfor _ Building Permit _ Dote 'issued tr. -t 98 --= hlh¢ 980 O ANGLE -LEG CLAW' KIT BY MIGROFLECT. SIZE TO BE DETERMINED BY SIZE OF TONER ANGLE AT MOUNTING LOCATION. (FIELD VERIFY) - -- EXISTING TONER ANGLE -1.5 CLAMPS AND BOLTS PL32 MAN/FAG ADJUSTABLE PIPE MOUNT, MIGROFLECT PART. *6224 ANTENNA MOUNTING FRAME:, MICROFLECT PART. *44561 - ANTENNA 'MOUNTING FRAME. DETAIL SCALE : AZIMUTH ROD SUPPORT, MIG GF EGT PART. *94392 .... y -- ABI.U114 ROD } 1 r � � NEIN ANTENNA, `_ PROVIDED AND ' INSTALLED $1' \ GTE _ 5E GENERAL NOTE ON SHEET A-I FOR ADDITIONAL INFORMATION. THREADED ROD WV FEWER WASHER 4 NUT TOP 4 BOTTOM (TYP) 2-0' KN. DIMENSION TO BE DETERMINED BY SIZE AtA RIMER OF CABLTM COAX GABLE SHROIA 'GRIP 5TPt T'. (PLAFio) GABLE TRAY TWileW in 3 b` EXPANSION DOLT(TYP) 5117E E EVATIO1t NOTE GABLE RUN SECTION SCALE I UTILITY MOUNTING FRAME SCALE : 1/r = 1• -O' HANGER BIOX AND HARDWARE i BY KHMER. SIZE TO BE DETERMINED i BY COAX GABLE SIZE �' m , c mE5 ilsousieo 4 INSTALLED BY GTE; CONTRACTOR TO COORDINATE / I I if T,4L1A11ON W/ PRO.EGT MGR in t 1/2'9 'MENDED NDED ROD MI ASSORTED HARDWARE AS REQUIRED 1-518 U*451Pt r CHANNEi AT 3'-0'X OL. HORIZONTALLY; `LONC.RETE PAD 15/2' WESTRUT SPACED AS REQiIJFIED FOR INSTALLATION OF EQUIPMENT_ (3) TYPICAL TELEPHONE CAEI ET BY 6TE SEE DETAIL MOO UN85TRUT POST WITH V•• SEAL PLATE YELPED IN TOP LIFE OF CONCRETE PAD 6565' 1NJSTRLR BAS PRONT ELEvATioN BOLTED TO CONCRETE PAD I. 36' MANIMIM GLE.' ANY-E'REGIA€BE BE NE EN %STALLED ezc- rRIGAL EGL4PM84T AND AN'.Y OBGTRUCTroNL 2. LOCATE BOARD TIER ARCHITECTURAt. FLANS. Iin —i.— L SCALE 4d' DIA. KNOCKOJr Io E[UJIPhi a GA131 � KNXKOUr PLATE SIE TRA,,,rnot, MOUNTING. SURFACE . VARIES NOTE: EQUIPMENT CABIET'SUPPLIED BY 67E MD: INSTALLED BY GENERAL CONTRACTOR THIS DETAIL IS FOR RE'ORMAT1QN -O LY, CONTRACTOR TO VERIFY' ALL CABINET REQUIREFENTS. EGIU I F?.MENT CABINET DRAWNG NOT VALD : UNTIL SIGNED AND DATED. BY DARRELL SWANSON -. COPffiGEI;"19e7 Darrell . - a. 9weeaoe. drool. aid spodlioado. an end-at a* a_ m,. *4 ow.. paprty d Cane A 9ea.nn hWbCt -'aN mey Mt be mod or r.pred..d.Rwt_ea , aditcb _ se D o oYE.etro o net ale:6aeFp. . DRAV,INGS PRINTED ON 11x17 ARE 507 OF SCALE SHOWN. . FOG nn . QL�^�S4YIF Date : OCT 1 Scale : A5 5H0/1.1 Designed by Drawn by : °1-I :Checked by : 2AS Approved by : 17A5 12" HAUNCH I1/2" II/2" 1/4 BASE PLATE DETAIL "al" .�. 1'-6" X 1'4" PT& 3A6 FOUND 1 JON °LAFY SCALE : I /4° =1-0° SECTION SCALE 3/4•=1 11/2" 15'-o° I ERE:ISE b' SLAB CM GRADE Y1/ 6 X6MRXMRg W'F • OF SLAB Gbl l 16 STEEL SRAHN& PER PLAN V2" — gnmerf. ilas6111111na limo 2 " 11/2 CIO PER PLAN 3/b" PLATE MV (3) 5/6"e BOLTS 4 °0 6ALV (50HED 40) PIPE (fYP 4 PLACES) 6/8" PLATE MV (4) 5/0°m X 0=6" (6Ai EXP BOLT'S AB CM GRADE 4' 1111111111111111111111111111111111111111 SECTION SCALE..: 3/4 °=1'-0' 010 PER KM 3/8 PLATE MV (3) 5/6"Q P3-0° ICE ERID6E PLATE 'V4'TSAMP= FOR 6RATRO COMFn@BNT OR 14F6N51'JR6GUR 5Y5134 TO, S116XTLRN. CHNl6. (FYP Au C10 xzo - tv (9)5/840 -. west No1E CODE: UNIFORM 13UY.DMG cape -- 1994 EDITION ALL ASTM's CALLED OUT !RE TO LE THE LATEST EDITION UK LOADS ' '` ROOF - '25.PSF. IMPACT 500 LBS'OVER r-0° SQ AREA TIED 80 MPH':FJPOSURE:13 SFJSTAIC ZONE . 3 ,' FOUNDATION DESIGN WAS BASED ON BE FOLLOIIMG ASS LED ALLOWABLE VALUES: FOOTING BEARING PRESSURE:.'. PS' Oi1'DE?NSE NATIVE MATERIAL OR COMPACTED RIN SEARED) LATERAL EARiH PRESSURE . 35 PCLEQIAVALENT FLUI D OR PRESSURE (ACTIVE) 250 P. EDIO VALONT F'LFRD -PR€ IP.E (PASS) COEFFICO ■ OF cnwROL JS ALL EXTERIOR FOOTINGS5HATI BE A MINIMA OF 1' -6 "BELOW FINISH GRADE SLABS MID FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. OR STi81CTUtAL; FILL COMPACTED -TO 955 MANION DRY ONSET PER ASi11 5 -1557. CONTRACTOR 91A1I. PRONDE POSITIVE PERMANENT DRAINAGE OF BUDDING' PERIMETER. Fe ='2500p6 FOR FOOTINGS '& SLABS' ON GRNIE (UNINSPECIED - 51/2 SACK .ILA) REARONG ST ESS OESGN METHOD USED, MIIMIG' PLACING OF Ni CONCRETE AND SELECTION OF" MATERINSSHNL BE M ACCORDANCE R€ UBC AD1 1:OOE 318. PRCPORlWNWG OF AGGREGATE 10 CIJENT SHALL BE SUCH AS- :TO A DENSE MDRIU$E MIX - NTH .5 MAXIM( SLUMP 114CR CAN BE FINED IsTNOU' SEOEGAOOI EXCESS REESURFACE'WATER.`, FOR ADMIXTURES SEE SP,ECF1CATIONS:' 1 CHAUCE1 Att -D PIZED.EDGE LNAESS MATED OTIO:RWSE ON. ARgMTEEIURN:- ORAMMIS. ,WATER CURING U. EE USED =AR 'FNiRNN ALL CONCRETE EXPOSED TO *AMER 101H 3% 70,13X NT BY VOLUME: M.L. CONCREE,RETNFONCING STEEL SHAlE' BE,'DEFORMED PER AS111 A615, GRADE 00 (f)=60,0 00 - Psi) EXCEPT ALL 44 O./8 DOME S SHALL BE; GRADE 40,(r 40;00D,pd)° LAP CONTINUOUS RERIFABONG'BARS 30 BAR DMMEIERS 1 -7" MINIMUM AXIESS NOTED OI}€RwSE CORNER BARS (1'-.1' BEE)) TILL IE PROVIDED FOR 4.1. HORIZONTAL DETA . STEEL IN N10I SAO ANNUAL OF STANDARD PRACTICE <OF DETALWIG:REINFORCEED CONCRETE SIRUCIU ES : NEIDED' TI(jE FABRIC (WMIF). TO CONFORM TIiH AST% A18S REINFORCING HOOKS TO �IW.T am STANDARD AtS HOOKS. UNLESS NOTED OTHERWISE, CORER TO NAiA RENFORCEMENT TO BE: F7)OTNIGS 3INCAES 'FORTED SURFACES ..•NEATHER k EARTH Fl10E 1 1/2 INCHES . �. ...INTERIOR FACE- ., ....._ . 3/4 INCITES ' MI REi C XI MY`ARDOYK a _We il . ;N°E^RC „"".,N F'u'Y FwwwATiu. war, ERECTION GFSIRUCTURAL STEEL FOR BUILDINGS', AFD.THE 'COTE OF STANDARD PRACTICE'. STRUcl RXAL STEEL CONFORMS 11TH AS1)1 A-36. (Fy=36,O0G P0) PIPE COLUMNS M17H ASIM A -50 GRADE B .(Fy=36,000•PR) NELDHEAD.STWS CO TORN MOTH AST1A A-108 (Fy=46,000 PS) • BOLTS (WOOD 1O STEII) CONFORM Y1TN . 05111 BOLTS (STEEL TO STEEL ) CONFORM TITH. ASTN A -325N PROVIDE MIEN EMBEDMENT FOR 01015K.IIOL.TS PER UBC TABLE 21 =E'FOR MASONRY AND ABC TABLE 19-E FOR CONCRETE, ENGINEER APPROVED EXPANSION ANCHORS: NAY BE USED INSTEAD ' OF MOTOR BOLTS IN CONCRETE CONFORM, NITA'IDO: APPROVAL: FOR EXPANSON'ANCHORS USED. ALL 41ELDING TO COFORN;TITH - AWS D1.1.' ° CCDE.FGR MELDING IN:BUMDNG•CONSiRUCTION ° . ARDSNOT •SFECFSD St4NLQE 1/4 IDFITINUOUS'FWFTMMMUA Ml.:BELDSBY -WABO CERTFED WELDERS: USE' FRESH 70XX ELECTRODES. SEE SPECIFICATIONS" FO. ITEMS TO BE GALVANIZED NOTE:` Bu APE NOT AN EQUAL Sum UIi FOR NEL.DIEAD SOLIDS 11 scauakcis swEL MISCELLANEOUS STEEL SHALL CONFORM TO AM A -36 (fw36000 PS). HELDS:NOT SPEARED 0105. BE 1/4" CONTINUOUS FILET NUNM&RL -ALL MELDS TO BE BY WARD CENTRED %ELDERS -- USE MR E70 ELECTRODES.: W TR I ,HANGERS TO BE OMPSON OR I.GB.O. APPROVED' EQUAL NM. AU. HOLES NMI NAILS AS S'ECFl® BY MANUFACTURER UNLESS NOTED OTHERTISE• ON DRAVNICS. MACHINE BOLTS TO BE A -307. ANCHOR`BOLTS INTO CONCRETE. SHALL HAVE MMMIUN EMBEDMENT PER UBC'TABLE 19-F SUBMIT THREE SETS OF RHO' GRATINGS TO THE ENIOIEER KID.ONE SET TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR - TO FABRICATION FOR: ' REINF(NRCING' STEP]., DISC .STEEL &STRUCTURAL STEEL INEREcios ARE To BE PER :UBC SECTIONS 108 ND 1701 AND ARE -TD BE BY AN I DEPEFDFNT TESTING -LAB APPROVED PRIOR TO STARTING. CONSTRUCTION' BY TIE ARCHITECT. FOUNDATION: ARRAY THAT - '9IBOtADE 0 DENSE AND DRY POOR ' TO POURING FOOTINGS. RBNF GRONG V RIFY IS PLACED IN.ACcORD YNTH APPROVED PLNLS. CFECG FOR REQUITED COVER, ACTOR SH VcKPY ALL D FEED AND SHALL PROM E ADEW ATE SHORING MID BRACNG OF ALL SIRI(CiLIXAL NEIFBERS ' D UR OT G .CONSTRUCTiON. CONTR ACTOR SHALL .NOiIFY, EN OF ALL Hai, CHANGES PRIOR 1D M13TA(1A110N Data Issued' : : 22 OCT- . 9T , Data iesusd' for Zoning Permit Data Iausd`far Building - Feting Data hsued far Bid Data tas far ;COnitru 0 C/51 4 . 0) M4 COW 12" 012 I/Y' X 3A6" STEEL 6RATTM6. ATTACH F7/ WAR APFROVBD CUPS GMFCR14 LOADIN6 OF 950 PUP • b' SPAN) III" STEEL GRATING PER PLAN .WVG140035 1V72110313 .•L .IUVWlLd Td2I2LL0313 :9G 0! O 0 NOTE: WIRE FROM TEST STATION TO LEG *6 SOLID COPPER BARE. GADWE TOWER LEG. TOPER GROUNDING P SCALE : NONE- =TEST STATION BAGKFILL WITH NATIVE MATERIAL TEST STATION it POUND °GALVOMAG" MAGNESIUM ANODE FROM HARGO CORP. Date Issued 2 OGT 97 bate issued for Zoning Permit } ' Date Issued for ,AQ BuAding Permit. %'U Dates killed for Bid 'Dabs Issued for Conetructian •61116 tlY ®® tI*-.*W LON§ I .!1111,. siL..as 1.mn.>s10,ee i. 1 i i ael t 1 a ® LYE .u0 rd : 41 • ,.0 MIL "a7 +IVnve'* Tm -0" ®A :90YBd ®® DOYti TO REN6 6ROUD WILE: 3/i6' =1'=0' EQUIPMENT GROUNDING PLAN — COAX CABLES COAX 6ROUID BAR Ar TOP OF TOP SEE 6ROUIDIN6 NOTE .1 ON SHEET E -I: copTEOHT 10e7 De rsB -L Iltieneaa ur. aoas sis at es.i A. Wawa may rot a ...der .newt 16. odi6�.t. .awe de , a.rr.rrr w :wie.t 6sej.ed.. Y_er - wdiket e. _ * pr.., _.ee •Yilt. DRAWINGS PRINTED ON 11x17 ARE 50% OF SCALE SHOWN. Fafto no. :4654716 Date : 4 OGT 97 Scale : AS SHOWN -Designed by Drum by Checked -by- Approved by