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HomeMy WebLinkAbout19222 59TH DR NE_983177_2026 > O QJ C � L J co (D 1 J a O C , tl J 0 O \ O L CL C CD `\ ! ` Q W N \ 1 C Q Z Z �� 1 O ` a m o U . CL w l v Z a � � D c- z W +. c N c `\ 0 3 � 3 0 \i a J z o a OL O Q It .� D) U N O — (z a) r _ N (0 fn J + 0 - W a� ti o Wa a) (� J Z) W i ¢ 0 �' L1J c N 0 Ir ca U (� ¢ I— O w ° L +� W \ ~cy� w N I z O O � ❑ ❑ m ow Z � � a 1 Wca = co a Z a) g c 06 — ca Q U O D ° 0 E cc (' = a� a� Q Z o e u- �_ U N D 0 (d N V J CO p cz lA a0 g � 1 ¢ > oa � � M W H o fA a W a ° cl cr W c OCc Y U J 1f a O 0 °c F- a `o r Q W C W H cr -0 N cc ' < O ° z Z , t U g O O O ❑ m o w �• z U) a W +- CL a) CO " a) z E " +- c a� y a ¢ U O o o f ow[ a, � cc a Qz a c a LL o N U N o co N J O c co Lo � U O a0 U 0 Q > t N co J W o Cl) a J ? co Q C) (1) W IDC 0 jr cz Q � Y a0 C a) ° s a� -0 N W Ir w , C. 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Permit No. Lot # k' Address A7-n Contractor ) Owner h�IS= 7 66 Date s?"`9­29 PROVAL TIAL APPROVAL ❑ VIO TION ❑ Corrections listed below MUST BE MADE-before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. dw ❑ CALL 435- 724 FOR RE-INSPECTION - 24 hour notice required. Gl AP Inspector Date TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in final •- ❑ Masonry ❑ Drainage ❑ Insulationy� ❑ Other � /�_ 4 Di City of Arlington Building Department W FAX Cover Sheet Date: r J� Number of pages to follow: Response needed As requested FYI TO: FIRM: S FAX #: FROM: RE: 317 Additional Comments: 233 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 �. � � w 1 I _ _ _ I 1 ��� 7 1 � � 1 F W 1 I 1 • ' I � is — � � 1 t: �1 1 � [• NEBS Inc.,Orotofr.MA.01471.To Order PHONE TOLL FREE I-SM225-6380 V Sender:Write or type message,pull out yellow sheet,fold at(>)to fit 771 DU-O-VUE®ENVELOPE. _ PRODUCT 187 NO CARBON PAPER REQUIRED:Type or write on original—impression will automatically appear on copies beneath DATE: i q PRIORITY II MOSS BAY AVIATION I -"2�� I ❑ URGENT! R E]FILE No.2719 Taylor Drive (v � SOON AS POSSIBLE EVERETT, WASHINGTON 98203 ❑ NO REPLY NEEDED J(n M ATTENTION: IIIFAX 20206)23 854975 \ :`"J1 o SUBJECT: , ...-..._......_....._._.........__. O _.._ _...___..._ .-......._ ...1 P 44. s ..__ _ E SIGNED: DATE OF REPLY: REPLY TO: E _.....�_._ -- P L ___._.__.._ _..._._...._...._....._...-- _..-._..�__..._..-___..._._.. ___......_..-----._—......... . Y III SIGNED: SENDER. MAIL RECIPIENT WHITE AND PINK SHEETS. RECIPIENT:WRITE REPLY. RETURN WHITE TO SENDER. KEEP THIS PINK COPY. City of Arlington Building De� `,A PUBLIC WORKS DEPARTMENT CHECKLIS `Q PERMIT # DATE ACCOUNT # NAME: Avin-v( 00 4 ADDRESS: LEGAL: t- - BUILDING USE: A # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: -0/A I HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: 144- GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: vuk,� BACKWATER VALVE: SEWER REQUIRED: Off site V' On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site 49/w STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO to-ri fo.* WATER/SEWER FEES PAID: YES V' NO BuildZomis\u-check -Mis woes ?Pnx) OtJ PO J/.c 7D 1-t"% Pc-w 1 MEN ■ ■ M MMO :.1• - - - - - _ •.L'i MORE OM MRE III - - - 7 ■ ■ ■ I 10-30-1998 5:25PM FROM MOSSBAY"COMPANIES 20G348497S P_ 1 MOSS BAY AVIATION 2719 Taylor Drive:-Everett,AVA 98203 Tel: (206)827-6588 -FAX(206) 348-4975 TO: DATE: ATTENTION: PHONE: SUBJECT: _ FAX el3F- 31a 6 TIME: FROM: Russ Keyes FAX #: 206-348-4975 MossBay Aviation Office: 206-827-6588 NUMBER OF PAGES : Message: `-7 .360 �t3�= 390�► City of Arlington N° 904 1' 238 N. Olympic Arlington WA 98223 Clerk's Receipt (360) 435-5785 Date �g \` s Received From! i- For: ❑Cash Check Amount Received G Q (� CT- By: d J/� sy: White-Original Yellow-Cash Register Pink-File i� - n BUILDING DEPT City of Arlington Department of Planning and Community Development Notice of Determination of Nonsignificance August 26, 1998 SEPA # 267 Moss Bay Aviation The City of Arlington has issued a Determination of Nonsignificance (DNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the following project: Construction of approximately 16,200 square foot airplane hanger, consisting of 10 hangers in one building. Applicant: Russel Keyes Moss Bay Aviation 2719 Taylor Dr. Everett, WA 98203 Tax Account Number(s): 153105-4-012 File Number: SEPA 267 &BP# 98-3177 Location of Proposal: The project is located at 19222 59th Dr NE in the SW 1/4 of Sec 15, T 31 N, R 5 E, W.M. Lead Agency: City of Arlington The lead agency has determined that the proposal does not have a probable significant adverse impacts on the environment. An environmental impact statement (EIS) IS NOT required under RCW 43.21C.030 (2) (c). This decision was made after review by the City of Arlington of a completed environmental checklist and other information on file with this agency. This information is available upon request. This DNS is issued under WAC 197-11-340 (2); the lead agency will not act on this proposal for 15 days from the date of issuance of this DNS, publication of notice, or posting of the property, whichever occurs later. The public is invited to comment to the lead agency by submitting written comments no later than 5:00 p.m., September 10, 1998 to the address below. Contact Person: Ryan C Larsen (360) 435-0724 Responsible Official: John Burkholder, Director of Planning and Community Development Address: City of Arlington Department of Community Development 238 North Olympic Ave Arlington, WA 98223 ndns.doc / 1 .. a 2Q1 ND r ■ = �rrrrarffano& MO ND Cr J00 }{ o r� rr.fflf•■fOrf PL Yc , frrarar.aafarrrr z. d ! 199 l H St. NE �98 TH Pl. NE r. (ce metery Rd. m 197 197 NE 1 PROJECT ( LOCATION 196 TH FL NE • ■ N Z 00 1° Sti iyrrfrrrafr.nr L<J o , z Z N � m Iz o L—J U L/' 192 ND SL NE w 4 ti �� o I : V) ! Lu cD > m ■ / r ■ ,� L.� Z j 189 TH 1. NE i St. NE �r.■.■■■r.r.r■n■w�r■rlul._y�j�* C � 188 TH LO A,i nQTon ` If y Airport 180 TN Pl. �rrurraurr�r s LLI r ■ ■ r ■ ■ r ■ \ . Z ■ \■ LJ Q ■ Z r ■ ■ `n9531 _=_172 ND St NE -----� ■ 17° T" F1' "E I City Limits Ir � � CITY OF ARLING TON September 17, 1998 Russel Keyes Moss Bay Aviation p�L� 7, 2719 Taylor Drive i Arlington, WA 98223 RE: SEPA#267 Determination of Nonsignificance for C, Moss Bay Aviation Dear Mr. Keyes: �J The City of Arlington is informing you that the Seven Day Appeal Period ended on September 7, 1998 for the Moss Bay Aviation, SEPA#267. The City has not received any public comments or request for an appeal during these time frames. Your SEPA Determination of Nonsignificance is now in effect. The applicant may now contact the Building Department to proceed with their building permit application. If you have any question, feel free to call myself or Ryan C. Larsen. Sincerely, John W. Burkholder Director of Planning and Community Development cc Dave Anderson,Building Inspector Enc enddnsdoc JF 238 N.Olympic Ave. • Arlington.WA 98223 • (360)435-0361 1 1� 1� wVl 1W wV W ai �1 C" A .0 .a C/] C1_ � A a a ` Ca ow klA a .r .0 r A y C O IL 0 N � 0 � V v o Ws a a d NN 0 O 'a a �� 0 (A7, QSNOHOMISH Environmental Health Division HEALTH 3020 Rucker Avenue, Suite 104 DISTRICT Everett, WA 98201-3900 (425) 339-5250 (425) 339-5270 M. Ward Hinds, M.D., M.P.H. Fax: (425) 339-5254 TDD: (425) 339-5252 Health Officer May 26, 1998 l ROB PUTNAM ARLINGTON MUNICIPAL AIRPORT 18204 59TH DR NE ARLINGTON WA 98223 Dear Mr. Putnam: I have received new information and revised plans for the hanger proposed near the south edge of the Arlington-Marysville Landfill. The new test pits show that the garbage is probably not continuous under the building, and the plans show a gas extraction system that will hopefully be reviewed by an engineer in your building department. If these plans are acceptable to your building department and care is taken during construction not to disturb the landfill cover, we no longer have objections in any issuance of permits. If you have any questions, please contact me at 425-339-5250. Sincerely, Mike oun E ro tal Health Specialist MY:sei CC SVG✓� U -1'�u '� �.E. �b fJ K�/E 1 Cf�dloJf �Joy� e'J�We o • Healthy Lifestyles, Healthy Communities • '+ �� � i �, y� �.� i, i 1 CITY OF ARLINGTON Planning and Community Development i July 22, 1998 Russel Keyes Moss Bay Aviation. 2719 Taylor Drive Everett, WA 98203 RE: Moss Bay Aviation SEPA 4267 a BP# 98-3177 Dear Mr. Keyes: The City is writing to inform you that your application for SEPA#267 and BP# 98-3177 is deemed to be incomplete. Please submit the following information to the Building department: • Four copies of structural calculations and drawings. Once this information is submitted, the City can proceed with your application. If you have any questions feel free to call myself or Dave Anderson. Sincerely, Ryan C. Larsen Staff Planner inconildoc 238 N.Olympic Ave. • Arlington,WA 98223 • (360)435-0361 • (360)435-0724 • FAX(360)435-3906 .- 1 CITY OF ARLING TON Planning and Community Development July 22, 1998 Russel Keyes Moss Bay Aviation 2719 Taylor Drive Everett, WA 98203 RE: Moss Bay Aviation SEPA#267 &BP#98-3177 Dear Mr. Keyes: The City is writing to inform you that your application for SEPA#267 and BP# 98-3177 is deemed to be incomplete. Please submit the following information to the Building department: • Four copies of structural calculations and drawings. Once this information is submitted,the City can proceed with your application. If you have any questions feel free to call myself or Dave Anderson. Sincerely, ��� C Ryan C. Larsen Staff Planner inconildoc 238 N.Olympic Ave. • Arlington,WA 98223 • (360)435-0361 • (360)435-0724 • FAX(360)435-3906 T"t f� MOSS BAY AVIATION 2719 Taylor Drive•Everett,WA 98203 Low Tel: (206)827-6588 •FAX(206)348-4975 City of Arlington Dave Anderson 23 8 N. Olympic Ave. Arlington, Wa. 98223 RE: BP# 98-3177 July 23, 1998 Dear Dave, I received the enclosed letter the other day. I think there may be some confusion about what was submitted. I did submit four sets of complete calculations for the metal building and foundation. However I did have the actual drawing for the metal building itself, You and I spoke about this and you said it would be OK to submit the plans when I receive them. We agreed that since the calculations were there and the bolt layout was shown with the foundation plans we could go ahead and start the foundations and get building approval when I receive those plans. I will follow up with a phone call Monday. 7 You, Li lc---- Russell W. Keyes r-•c 7 EE - ONSE ■■No ': ■■ ■ ■ I ■ 1� 1 1 . . ` L TL 7 • •■ ■ 1 ■. . M M T 0 ` 0 ■ ■ ■ ■ . INE 0 0ONE ■ ■ 7. rill ` mom ■■ r1�i' Iommml ■ T ==& 1 loom 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ is E � INE r�.l . . ■ I HE i mllmm Lm bm J"1 ;. =No 'W. .7T� 1711.� J ': 1 ' •■ • ■ • : • r.7 1 ' '1Ar 7 ' . Jdl. :J■ 0 7■ M 1 . J. '7 . 1.17 609 ■ ■ 1 9 1 . ■ ■ . J . ■ ■ ■ ■ ■ ■ - ' 1 mom ■ M . ■ ■ ■ ■ ■ ar , 71 J 0 . 0 0 0 0 ONE 1 0 J 0 .. Femur R—dl Keyes MassBay C—t—tion lnc.F-445348 1975 Voice:425-827.6588 Toi D—Ander— ctr City of Arlingt.m Pagel of i Weds esday, .Iy 29,1995 6,19.11 AM --1 FAX Date:Wednesday, July 29, 1998 Time: 6:19:08 AM 1 Pages TO: Dave Anderson Frorn: Russell Keyes City of Arlington MossBay Construction Inc. Fax: 360-435-3906 Fax: 425-348-4975 Voice: 360-435-0724 Voice: 425-827-6588 Comments: Dave - I forgot to ask you if you would make a note on the plans that the fire wall in my hangars is optional. Since we have enough setback to get the add square footage bonus I would like to have the option to add the wall. Thanks Russ Keyes JUNE 9, 1998 PAGE 1 OF 80 JOB No.2751 DFB/GAB SIDE BY SIDE HANGAR COMPLEX FOR ARLINGTON AIRPORT BUILDING A OWNER ARLINGTON AIRPORT ENGINEER BARTENSTEIN and ASSOCIATES, INC. 19436 COLOMBO STREET BAKERSFIELD, CA 93308 (805) 399-3313, FAX (805) 399-5895 DRAWINGS BY NUNNO CORP. LTD. REFERENCES 1994U.B.C. A.I.S.C. 9Th EDITION MATERIALS STEEL SHAPES ASTM A-36 TUBE STEEL . . . . . . . . . ASTM A-501, Fy=50 KSI BOLTS . . . . . . . . . . . . . . ASTM A-307 U.O.N. CONCRETE . . . . . . . . . . 2,500 PSI @ 28 DAYS REBAR . . . . . . . . . . . . . ASTM A-415 GRD 60 ROOF SHEETING . . . . . STANDING SEAM CEE & ZEE SHAPES . . . Fy = 55 KSI o�NXTAs ri.yc�J 3 7w • • Jl • �� T '? r`s�- fit J 9 2 4 CATITLES\2751TTL.WPD J N F k Nn.L— f EXPIRES � S p °ATE: s r�- BARTENSTEIN & ASSOCIATES, INC. S"E�; BY: ) 194-36 COLOMBO SIRES' BAKERSr ELJ, CA 93308 ,;06 No.: (805) 399-3313 FAX: (805) 399-5895 ?ice S�vw�l.caD�zS� ... vi ...._............_ .—. __ _ ......_�.. L`_Tr�_�7-L��."�—ZZ-,rr--.a."'j� 1 i��•�'r—L'Z-�'Y ,—„a'—ytL•�1� G�I� .=+?✓I- i T _ . _...._.. °''TES BARTENSTEIN & ASSOCIATES, INC.=BN ay* 194-36 COLOMBO STREET BAKERSFIELD, CA 93308(805) 399-3313 FAX: (805) 399-5895 u I L-P)/i/ G V,579 _. .... ....`�1.1 u.I L D 1 N Gj W 6�1!�tl-•. Z oc - 5�3�`�Z, NSF) _ l Z/So � 1... _. i2aC, G- /� l eZ/,�,�"L Cf� wiz p Lzl = .�1' 8�Z Z Z L C < G� 7 ? � 7 r-f, , GG�( � % a � 75 i r DATE / p o BARTENSTEIN & ASSOCIATES , INC. 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ESOH : BY: � 19436 COLOMBO STREET BAK`rSFELD, CA 933080.805) 399-3313 FAX: (805) 399-5895L - U) Gads 1 3 �S ALA-.z,L A 9 T� '7 i 7f i ,; G i am 77 _. �2.�.Gf+ -TQGe�•c+ i� oarEs BARTENSTEIN & ASSOCIATES, INC. SHEET: g 0436 COLOMBO STREET SAKERSFIELD, CA 93308 8Y: JOB No.: (805) 399-33 3 FAX: (805) 399-5895 z �,r2i 5 G_4 1_. Z J J-Ia J-f6;:-A�)T co WSJ G r I DATE:�./�^Qd BARTENSTEIN & ASSOCIATES, I=BN gy. 19436 COLOM80 STREET BAKERSF'ELJ, CA 9(805) 399-3313 FAX: (805) 399- F i WA-LL f!-GT'=, ice c S -21 •��' �vcGo/.G.C.3 J I � L Tr-P,-e-� f?ZO 411 ..r Y SAX: SPACE - Space Frame and Tess Analysis version 3.52 - 05/21/88 - C4.0 Copyright (C) 1986, Strnctnral Analysis, Inc. Boca Raton FL 33432 (407) 392-6597 User #880208 BARMENSTEIN 6 ASSOC BAF sr-lx= CA 93301 INPUT DATA FILE: B:J2750Wnt.n4P Llti3 rr PROJ. DESCR.: B AKELY BUILDING B Si C TAPERED TRUSS (J2750WIN.n1P) TYPE=2 COMBINED STRESS ANALYSIS FOR STRUCTURE WHICH HAS LArM;nL RESTRAINT (SIDESWAX 2RE7Mf:=) EFFECTIVE LENGTH X-FACTORS ARE 0.65 FOR F-F MEMBERS 0.80 FOR P-F MEMBERS 1.00 FOR P-P ME.�IDERS MEMBER TABLE MEMBER: AREA DEPTH WIDTH I(XX) I("M 7(3IX) 3 G QS FY J cow. OF WT 2 4 4 PSI OR 4 =AN. NO.SECTION MAIL I:I IN n1 IN IN IN KSi KSI FB/FT/FC IN "/IN/100F PG-' 1 T2SQx.12 S .90 2.00 2.00 .5 .5 1.00 29000. 11600. 1.00 50000. .8 .00065 490. 2 T2SQx.083 3 .54 2.00 2.00 .4 .4 1.00 29000. 11600. 1.00 50000. .5 .00065 490. 3 Tlx2x.095 S .53 1.00 2.00 .1 .3 .50 29000. 11600. 1.00 50000. -2 .00065 490. 4 SPLICE 3 1.97 2.50 2.00 1.3 3.0 1.00 29000. 11600. 1.00 36000. .1 .00065 490. STRUCTURE SUPPORTS: MINT: Al TYPE: TZ JOINT: A10 TYPE: SP JOINT: A4 TYPE: TZ JOINT: A7 TYPE: T= JOINT COORDINATES: NO. JOINT X(FT) Y(FT) Z(FT) 1 Al .000 .000 -1.000 2 A2 000 4.480 -1.000 3 A3 000 8.960 -1.000 4 A4 .000 13.440 -1.000 5 A5 .000 17.385 -1.000 6 A6 .000 17.915 -1.000 7 A7 .000 22.060 -1.000 9 AB 000 26.540 -1.000 9 A9 000 31.020 -1.000 10 A9A .000 33.260 -1.000 11 A10 000 35.500 -1.000 12 All 000 25.500 .167 i i �Z 13 A11A .000 33.260 .353 14 Al2 .000 31.020 .540 15 A13 .000 26.540 .913 16 A14 .000 22.060 1.287 17 A15 .000 17.915 1.632 18 A16 .000 17.585 1.660 19 A17 .000 13.440 2.005 20 A18 .000 8.960 2.378 21 A19 .000 4.480 2.752 22 A20 .000 .000 3.125 OMAXIMUM HALF HAND WIDTH- 60 RESULTING FROM MEMBER: Al A20 BAND MATRZY CONTAINS i891. E ZMENTS BL.'JaLY BUILDING 3 s C TAPERED ':'RUSS (J2750WIN.INP) SPACE -BlWa MEMBERS JT1 JT2 TYPE MEMBER L(7T) XL/R(:C{) KL/R(YY) RO TMAX CMAX Al A2 FF T2SQX.12 4.480 45.44 43.44 .00 27.07 22.60 A2 A.3 FF T2SQx.12 4.480 45.44 45.44 .00 27.07 22.60 A3 A4 77 T2SQx.12 4.480 45.44 43.44 .00 27.07 22.50 A4 AS 7-17 TZSQx.12 4.145 42.04 42.04 .00 27.07 23.05 A5 A6 PP SPLIC3 .330 4.37 3.21 .00 42.35 42.15 A6 A7 FF TZSQx.12 4.145 42.04 42.04 .00 27.07 23.05 A7 A8 e' T2SQx.12 4.480 43.44 45.44 .00 27.07 22.60 AS A9 7-F 72SQx.12 4.480 45.44 45.44 .00 27.07 22.60 A9 A9A 77 T2SQx.12 2.240 22.72 22.72 .00 27.07 25.27 A9A A10 Fc T2SQx.12 2.240 22.72 22.72 .00 27.07 25.27 A20 A19 FF T2SQx.12 4.496 45.50 45.60 .00 27.07 22.38 A19 A18 FF T2SQx.12 4.496 45.60 45.60 .00 27.07 22.58 A18 A17 FF T2SQX.12 4.496 45.60 45.60 .00 27.07 22.58 A17 A16 FF T2SQx.12 4.159 42.19 42.19 .00 27.07 23.03 A16 A15 PP SPLy,--? .331 4.89 3.22 .00 42.55 42.15 A15 A14 7F T2SQx.12 4.159 42.19 42.19 .00 27.07 23.03 A14 A13 FF 72SQx.12 4.496 45.60 45.60 .00 27.07 22.38 A13 Al2 FF T25Qx.12 4.496 45.60 45.60 .00 27.07 22.38 Al2 A11A FF T2SQx.12 2.248 22.80 22.80 .00 27.07 25.26 A11A all FF T2SQx.12 2.248 22.80 22.30 .00 27.07 25.25 Al A20 7F T2SQx.12 4.125 41.34 41.34 .00 27.07 23.08 A2 A19 FF T2SQx.083 3.752 37.36 37.36 .00 19.10 16.67 A3 A18 7-7 72SQx.083 3.378 33.63 33.53 .00 19.10 16.99 A4 A17 FF T2SQx.083 3.005 29.92 29.92 .00 19.10 17.29 A-5 A16 FF TZSQx.083 2.660 26.49 26.49 .00 19.10 17.55 A6 A15 FF TZSQx.083 2.532 26.21 26.21 .00 19.10 17.57 A7 a14 _77 T25Qx.083 2.2S7 22.77 22.77 .00 19.10 17.32 AS A13 ---F T2SQx.083 i.913 19.05 19.05 .00 19.10 18.08 A9 Al2 IT T2SQx.083 1.540 15.33 15.33 .00 19.10 18.31 A9A AIIA. FF T2SQx.l2 1.353 2.3.72 13.72 .00 27.07 26.10 A10 all FF T2SQX.12 _.167 11.34 _1.34 .00 27.07 25.26 A2 A20 FF 72SQx.083 6.090 60.64 60.54 .00 19.10 14.39 A3 A19 FF T2SQx.083 5.344 38.18 58.18 .00 19.10 A4 Al FF TZSQx.083 5.611 35.87 55.37 .00 19.i0 14.90 A5 A17 FF T2SrX.083 5.i20 50.98 30.98 .00 i9.10 15.40 A6 A14 7 T2SQX.083 4.734 47.14 47.14 .00 :9.i0 15.78 A7 A13 FF T2SQx.083 4.371 48.30 48.50 .00 19.10 15.55 AB Al2 ='F T2SQX.083 4.737 47.17 47.17 .00 19.10 15.78 A9 AllA FF TZSQX.083 2.517 26.06 26.06 .00 19.10 17.38 A9A All 3'F T25Qx.0B3 2.526 25.15 25.15 .00 19.10 17.65 A5 A15 2P T2.:s2x.095 2.653 79.08 45.06 .00 7-6.02 16 al6 PP T1s2:c.095 2.680 79.91 45.53 .00 16.02 10.16 IO. OF JOINTS =2 .TO. OF :f2-MERS 42 N0. OF UNMCWNS �1 3ALF SAND WIDTH 60 LOAD CASE: (DEAD) DESC.'iIPTION: DEAD LOAD ONVZ (2 ?SF) i J TOTAL STRUCTURAL FRAMIIdG WEIGHT .19 TONS JOINT TYPE FORCE Al2 CZ -.10 A13 CZ -.10 A14 Cr -.10 Als CZ -.05 A16 CZ -.05 A17 CZ -.10 A18 CZ -.10 A19 CZ -.10 LOAD CASE: (SNOW) DESCRIPTION: SNOW LOAD ONLY (25 PSF) JOINT TYPE FORC3 Al2 CZ -1.26 A13 CZ -1.26 A14 CZ -1.24 A15 CZ -.61 A16 CZ -.61 A17 CZ -1.24 A18 CZ -1.26 A19 CZ -1.26 LOAD CASE: (WIND) DESCRIPTION: WIND LOAD ONLY (16.5 PSF UP 90 MPH) JOINT TYPE FORCE Al2 CZ .83 A13 CZ .93 A14 CZ .82 Als CZ .40 A16 CZ .40 A17 CZ .82 A18 CZ .83 A19 C: .83 Al CY 3.57 LOAD COMBINATIONS DL+L 1 1(DEAD)+1(SNOW) DL+W 1.33 l(DEAD)+l(WIND) r rrMM BLAKELY BUILDING 3 s C TAPERED TRUSS (J2750WIN.MM) MEMSER FOR ms (F^_'-I{ & :SIPS) Al A2 - - - - ;onm FORCES - - - - - - - - SOINT2 FORCES - - - - - - - - MAXIM M - - - T2SQx.12 M(XX) M(YY) 7(XX) 7(YY) M(%X) 14(YY) 7()LY) 7(YY) T SR DEAD .01 .00 .0 .0 -.00 .00 .0 .0 .00 .00 SNOW .02 .00 .0 .0 .02 .00 .0 .0 .01 .00 wnm .00 .00 .0 .0 -.01 .00 .0 .0 -3.57 .00 DL+L .02 .00 .0 .0 .02 .00 .0 .0 .01 .00 .02 DL+W .01 .00 .0 .0 -.01 .00 .0 .0 -3.37 .00 .12 A2 A3 - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - TZSQx.12 M(XX) M(YY) 7(XX) 7(YY) M(.= 11(YY) 7(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 -.00 .00 .0 .0 .15 .00 SNOW -.01 .00 .0 .0 .01 .00 .0 .0 1.25 .00 J •' I I I q;..t.way^ .---- ..__��._... _ .. •------ •--"---_.. _'. ------'_�.-.__, �,�.�fr•r..:�..- WIND .01 .00 .0 .0 -.00 .00 .0 .0 -4.04 .00 DL+L .00 .00 .0 .0 .01 .00 .0 .0 1.40 .00 .06 OL+W .02 .00 .0 .0 -.00 .00 .0 .0 -3.89 .00 .14 A3 A4 - - - - JOIN= FORCES - - - - - - - - J0INT2 FORCES - - - - - - - - bou a4cm - - - - T2SQX.12 H(XX) H(YY) V=) V(YY) H(XX) H(YY) V(XX) V(YY) B T SR DEAD .00 .00 .0 .0 -.01 .00 .0 .0 .13 .00 SNOW -.03 .00 -.0 .0 -.04 .00 .0 .0 1.09 .00 WIND .04 .00 .0 .0 _03 _00 -.0 .0 -3.50 .00 OL+L -.03 .00 .0 .0 -.04 .00 .0 .0 1.22 .00 .08 OL+W .04 .00 .0 .0 _03 .00 .0 .0 -3.37 .00 .13 A4 A5 - - - - JCINTI ?ORL.,S - - - - - - - - JOINT2 FORCES - - - - - - - - MAX7-1,SUM - - - - T2SQX.12 M(XX) M(YY) 7(XX) 7(ITY) H(MC) M=) 7(=Q V=-) P T SR DEAD .01 .00 _0 .0 .00 .00 .0 .0 -.11 .00 SNOW .03 .00 .0 .0 .02 .00 -.0 .0 -.92 .00 WIND -.02 .00 .0 .0 -.01 .00 .0 .0 -1.64 .00 OL+L .04 .00 .0 .0 .02 .00 .0 .0 -1.03 .00 .08 DL+W -.01 .00 .0 .0 -.00 .00 .0 .0 -1.75 .00 .06 AS A6 - - - - JOINTI FORCES - _ _ _ - - _ _ 70INTZ FORCES - _ - - - - - - HAXIMUH - _ _ S13LZC Z M(XX) M(Yy) 7=0 7("IV.) H(XX) M(Y") 7(:C{) 7(YY) 2 T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.02 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 -.26 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 -1.92 .00 OL+L .00 .00 .0 .0 .00 .00 .0 .0 -.28 .00 .01 OL+W .00 .00 .0 .0 .00 .00 .0 .0 -1.94 .00 .03 A6 A7 - - - - JOINTI ?CIR S - - - - - - - - JOINT2 FORCES - - - - - - - - MAXMMUH - - - - T2SQX.12 H(XX) M(YY) 7(XX) 7(YY) H(%X) H(Y:) 7(XX) V(YY) P T SR DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 -.18 .00 SNOW -.03 .00 -.0 .0 -.06 .00 .0 .0 -1.59 .00 WIND .02 .00 .0 .0 .04 .00 -.0 .0 -.83 .00 DL+L -.03 .00 -.0 .0 -.07 .00 .0 .0 -1.77 .00 .13 OL+W .01 .00 .0 .0 .02 .00 .0 .0 -1.01 .00 .05 A7 AB - - - - jonm FORCES - - - - - - - - mnrz2 FORCES - - - - - - - - HAXi`3UM - - - - T2SQX.12 M= M(YY) 7(XX) V(YY) H(:C) M(Y_') 7(XX) 7=) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 .18 .00 SNOW .06 .00 .0 .0 .06 .00 -.0 .0 1.58 .00 WIND -.05 .00 -.0 .0 -.05 .00 .0 .0 -3.25 .00 OL+L 07 .00 .0 .0 .06 .00 -.0 .0 1.76 .00 .12 DL+W -.04 .00 -.0 .0 -.05 .00 .0 .0 -3.07 .00 .13 A8 A9 - - - - conni ?OR=s - - - - - - - - jolINT2 ?ORCES _ - - - - _ _ _ !mi-NSUM T2SQX.12 M(XX) H(Y:) 7(:(X) 7(YY) H(:CC) M(YY) V('= V(YY) ? T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .32 .00 SNOW .01 .00 .0 .0 .04 00 -.0 .0 2.79 .00 WIND -.02 .00 -.0 0 -.06 00 .0 .0 -4.33 .00 DL+L .01 .00 .0 .0 .04 00 .0 .0 3.11 .00 .I5 OL+W -.02 .00 .0 .0 -.06 30 .0 .0 -4.21 .00 .17 A9 ABA - - - - JOaiTI FORCES - - - - - - - - 70=2 ?ORC3S - - - - - - - - HAXI:NM - - - - T2SQX.12 M(XX) M(YY) 7(:OC) V(YY) H(XX) `1(YY) 7(MC) 7(YY) ? T SR DEAD -.00 .00 .0 .0 -.00 .00 .0 .0 .21 .00 SNOW -.04 .00 -.0 .0 -.01 .00 .0 .0 1.65 00 WIND .02 .00 .0 .0 -.02 .00 .0 .0 -4.14 .00 OL+L -.04 .00 -.0 O -.01 .00 .0 .0 1.85 .00 .10 DL+W .02 .00 .0 0 -.02 .00 .0 .0 -3.94 -00 .13 A9A A10 - - - - 170INT1 FORCES - - - - - - - - 7 OI:7T2 ?ORC S - - - - - - - - MAXIMUM - - - - T25Qx.12 M(:(X) M(YZ) -7(:0C) V(YY) M(YX) M(YY) 7UCQ 7(YY) 7 _ SR DEAD -.00 DO i 0 -.01 30 .0 .0 .01 .00 SNOW -.04 .00 -.7 .0 -.05 .30 .0 .0 17nm .01 .00 D .0 -.02 .00 .0 .0 -3.54 00 OL+L -.05 .00 - D .0 -.35 .00 .0 .3 .10 .00 04 OL+W .01 .00 J 0 -.02 .00 .0 .0 -3.33 00 12 A20 U9 - - - - 70INTI ?ORL'S - - - - - - - - OINT2 90RC S - - - - - - - - MAXIMUM - - - - T2SQX.12 M(XX) M(YY) 7(0 V(YY) I'd(MC) M(_'Y) V(:= 7(YY) R T SR DEAD .00 .00 .3 .0 -.00 .00 .0 .0 -.15 .00 - - - - - I I SNOW .02 .00 .0 .0 .03 .00 -.0 .0 -1.24 .00 WIND -.00 .00 .0 .0 -.01 .00 .0 .0 .47 .00 OL+L .02 .00 .0 .0 .02 .00 .0 .0 -1.40 .00 .08 DL+W .00 .00 .0 .0 -.02 .00 .0 .0 .32 .00 .02 A19 A18 - - - - JOIZITI P'ORLa3 - - - - - - - - JOINT2 -VCM .S - - - - - - - - MAxn=A - - - - T23Qx-12 M(= M(YZ) V(= V(YY) M(= M(YY) V(XX) V(= B T SR DEAD .00 .00 .0 .0 -.01 .00 .0 .0 -.13 .00 SNOW -.01 .00 .0 .0 .01 .00 .0 .0 -1.11 .00 WIND .01 .00 .0 .0 -.00 .00 .0 .0 -.05 .00 DL+L -.00 .00 .0 .0 .01 .00 .0 .0 -1.24 .00 .06 DL+W .02 .00 .0 .0 -.01 .00 .0 .0 -.18 .00 .02 A18 A17 - - - - JO=NT1 c ORLS - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2S(2x.12 M(SC{) M C: ) 7(XX) 7 MY) M=) M(YY) 7(XX) 7(TY) P T SR DEAD .00 .00 .0 .0 -.01 .00 .0 .0 .11 .00 SNOW -.02 .00 -.0 .0 -.03 .00 .0 .0 .92 .00 WIND .03 .00 .0 .0 .03 .00 -.0 .0 -1.92 .00 DL+L -.02 .00 .0 .0 -.04 .00 .0 .0 1.02 .00 .07 DL+W .03 .00 .0 .0 .02 .00 .0 .0 -1.91 .00 .08 A17 A16 - - - - JOINTI FOR S - - - - - - - - 70INT2 ?ORCZS - - - - - - - - MAXhIDM - - - - T2SQX.12 M(XX) H(YY) 7(XX) V C-M M(XX) H(YY) V=0 7(Y•:) 2 T SR DEAD .01 .00 .0 .0 -.00 .00 .0 .0 .02 .00 SNOW .02 .00 .0 .0 .01 .00 .0 .0 .29 .00 WIND -.01 .00 .0 .0 .00 .00 .0 .0 -1.67 .00 DL+L .03 .00 .0 .0 .01 .00 .0 .0 .32 .00 .03 DL+W .00 .00 .0 .0 -.00 .00 .0 .0 -1.64 .00 .05 Al b A15 - - - - JOIN'Tl c OR 3S - - - - - - - - 170INT2 FORCES - - - - - - - - MAX-'MUM - - - - S2LICE M(XX) M(YY) 7(XX) 7(YY) H(XX) M(YY) 7(:Ct) V(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .03 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 .32 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 -1.70 .00 OL+L .00 .00 .0 .0 .00 .00 .0 .0 .35 .00 .01 DL+W .00 .00 .0 .0 .00 .00 .0 .0 -1.67 .00 .03 A13 A14 - - - - mnm FORG'S - - - - - - - - 17OINT2 FORL.'}S - - - - - - - - MAX-_MUM - - - - T2SQx.12 M CCO M(YY) 7(:C{) 7(YY) H(MC) H(YY) 7(XX) 7(YY) ? T SR DEAD .00 .00 .0 .0 -.01 .00 .0 .0 .03 .00 SNOW -.02 .00 -.0 .0 -.04 .00 .0 .0 .32 .00 HIND .01 .00 .0 .0 .02 .00 .0 .0 -1.70 .00 OL+L -.02 .00 .0 .0 -.04 .00 .0 .0 .34 .00 .05 OL+W .01 .00 .0 .0 .01 .00 .0 .0 -1.67 .00 .06 A14 A13 - - - - JO=NTl --CP 'S - - - - - - - - 170INT2 3ORG.'1S - - - - - - - - MAXIMUM - - - - T2SQx.12 M(.= M(YY) 7("CC) 7(YY) M CCO H(YY) 7(MC) 7(YY) 2 - SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 .18 .00 SNOW .06 .00 .0 .0 .05 00 -.0 .0 1.58 .30 WIND -.05 00 -.0 .0 -.05 00 .0 .0 -2.73 .00 OL+L .07 .00 .0 .0 .05 .00 -.0 .0 1.76 .00 .12 DL+W -.04 .00 -.0 .0 -.04 .00 .0 .0 -2.34 .00 .11 A13 Al2 - - - - JOINTI --O 'aS - - - - - - - - 7OINT2 ?ORC:.S - - - - - - - - MAXIMUM - - - - T2SQX.12 M(-,CC) M(Y-) 7(XX) 7("_ H(,= M(YY) V(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 -.19 .00 SNOW -.00 .00 .0 .0 .04 .00 .0 .0 -1.66 .00 WIND -.01 .00 -.0 .0 -.05 .00 .0 .0 -.24 .00 DL+L .00 .00 .0 .0 .04 .00 .0 .0 -1.35 .00 .11 DL+W -.01 .00 .0 0 -.05 .00 .0 .0 -.43 .00 .04 Al2 UTA - - - - JOINTI FORS - - - - - - - - JOINTZ FOR== - - - - - - - - MAXIMUM - - - T2SQx.12 14QCO H(YY) 7(mr) 7(YY) H(= _1(YY) 7(7C{) V(YY) ? 7 SR DEAD -.00 00 .3 0 -.00 .00 .0 .0 -.32 .00 SNOW -.06 00 -.0 0 -.02 .00 .0 .0 -2.30 .00 WIND .04 00 .0 0 -.01 .00 -.0 .0 1.01 .00 DL+L -.06 00 -.0 .0 -.02 .00 .0 .0 -3.12 .00 .17 DL+W .03 .00 .0 0 -.01 .00 .0 .0 .69 .00 .04 Al IA all - - - - JOINTI -OR=S - - - - - - - - JOINT.^. FOR= - - - - - - - - :MAXIMUM - - - - T2SQx.12 M VC0 .14(YY) -1(XX) 7(YY) M(XX) \1 7(Cc) 7(YY) 2 7 SR 1(p DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 -.20 .00 SNOW -.04 .00 -.0 .0 -.04 .00 .0 .0 -1.56 -00 WIND .01 .00 .0 .0 -.01 .00 .0 .0 .58 .00 DL+L -.05 .00 -.0 .0 -.05 .00 .0 .0 -1.76 .00 .I1 DL+W .01 .00 .0 .0 -.02 .00 .0 .0 .38 .00 .02 Al A2O - - - - JOINT! FORCES - - - - - - - - J0II1T2 FORS - - - - - - - - MAXIMUM - - - - T2SQX.12 H(= M(YT) 7(XX) 7(YY) H(= M(YY) 7(XX) 7(YY) 2 T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.15 .00 SNOW .02 .00 .0 .0 .02 .00 .0 .0 -1.04 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 .40 .00 DL+L .02 .00 .0 .0 .03 .00 -.0 .0 -1.19 .00 .07 DL+W .01 .00 .0 .0 .01 .00 .0 .0 .26 .00 .01 A2 A19 - - - - JOINT! FORC?S - - - - - - - - JOINT2 FO ''S - - - - - - - - MAXIMUM - - - - T2SQx.083 H(%X) M(YY) 7('= V(YY) H(N-10 M(YY) 7(XX) 7(7-) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.1l .00 SNOW .02 .00 .0 .0 .01 .00 .0 .0 -1.14 .00 WIND .00 .00 .0 .0 .01 .00 .0 .0 .44 .00 DL+L .02 .00 .0 .0 .02 .00 .0 .0 -1.26 .00 .09 DL+W .00 .00 .0 .0 .01 .00 .0 .0 .33 .00 .02 A3 A18 - - - - JOINT! ?CP=S - - - - - - - - JOINT2 FORC.''S - - - - - - - - MAXIMUM - - - - T2SQx.083 M(xx) M(YY) 7(XX) 7(YY) M(MC) H(YY) 7 QCQ 7(YY) 2 T SR DEAD -.00 .00 .0 .0 -.00 .00 .0 .0 .04 .00 SNOW -.02 .00 -.0 .0 -.02 .00 .0 .0 .10 .00 WIND .03 .00 .0 .0 .03 .00 -.0 .0 -.42 .00 DL+L -.02 .00 -.0 .0 -.02 .00 .0 .0 .14 .00 .03 DL+W .03 .00 .0 .0 .03 .00 -.0 .0 -.39 .00 .04 A4 A17 - - - - JOINT! ?ORC7.S - - - - - - - - 70INT2 FOPS - - - - - - - - MAXIMUM - - - - T2SQx.083 M(XX) M(YY) 7(XX) V(YY) M(..CC) H(YY) 7(XX) 7(Y-) 2 T SR DEAD -.00 .00 .0 .0 .00 .00 .0 .0 -.18 .00 SNOW -.01 .00 .0 .0 -.01 .00 .0 .0 -1.66 .00 WIND .03 .00 .0 .0 .02 .00 -.0 .0 1.01 .00 DL+L -.01 .00 .0 .0 -.01 .00 .0 .0 -1.84 .00 .12 DL+W .02 .00 .0 .0 .02 .00 -.0 .0 .83 .00 .05 AS Al b - - - - JOINT! ?ORL''S - - - - - - - - JOINT2 ?ORCZS - - - - - - - - �lA:C=MUM - - - - =SQx.083 M(XY) M(YY) 7(:C{) V(YY) M(XX) :4(YY) 7(XX) 7(YY) ? T SR DEAD -.00 .00 .0 .0 -.00 .00 .0 .0 -.03 .00 SNOW .02 .00 .0 .0 .01 -00 -.0 .0 -.27 .00 WIND -.00 .00 .0 .0 .00 00 .0 .0 .13 .00 DL+L .02 .00 .0 .0 .01 .00 -.0 .0 -.30 .00 .03 DL+W -.00 .00 .0 .0 -.00 .00 .0 .0 .10 .00 .01 A6 A15 - - - - JOINT! ?O }S - - - - - - - - 170=2 FORL=S - - - - - - - - MAX;MUM - - - - 72SQX.083 M(=. M(YY) 7(XX) 7(YY) M(=%) '-S(YY) 7(.= 7(YY) ? T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.04 .00 SNOW -.03 00 -.3 .0 -.02 .00 .0 .0 -.39 .00 WIND .01 00 .0 .0 .01 .00 .0 .0 .32 .00 DL+L -.03 00 -.0 .0 -.02 .00 .0 .0 -.43 .00 .05 DL+W .01 .00 .0 .0 .01 .00 .0 .0 .28 .00 .02 A7 A14 - - - - JOINT! FORC38 - - - - - - - - JOINT2 FORCrS - - - - - - - - MAXIMUM - - - - T2SQx.083 M(MC) M(YY) 7(XX) V(YY) M(XX) M(YY) 7(XX) 7( -) 2 T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.23 .00 SNOW .03 .00 .0 .0 .01 .00 -.0 .0 -2.08 .00 WIND -.04 .00 -.0 .0 -.03 30 .0 .0 1.31 .00 DL+L .03 .00 .0 .0 .01 JO -.0 .0 -2.31 .00 .16 DL+W -.03 .00 -.0 .0 -.03 .00 .0 .0 1.29 .00 .08 AB U3 - - - - JOINT! ?ORC S - - - - - - - - :OSNT2 =ORES - - - - - - - - MAXIMUM - - - - T2SQx.083 MC= M(YY) 7GCO 77(YY) 4(ra) M(YY) 7(%X) 7(YY) 2 T SR DEAD .01 00 .0 .0 .01 .00 .0 0 .07 .00 SNOW .07 00 .1 .0 .07 00 -.1 0 .28 .00 WIND -.08 .00 -.- .0 -.08 00 .1 .0 -.42 .00 DL+L .07 .00 .1 .0 .08 00 -.1 .0 .45 .00 .-1 DL+W -.07 .00 -.l -0 -.08 00 .1 .0 -.35 .00 .07 A9 Al2 - - - - JOINTl FORC:.S - - - - - - - - JOI2]T2 ?ORCS - - - - - - - - MAXIMUM - - - - I I i I DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 -.20 .DO SNOW -.04 .00 -.0 .0 -.04 .00 .0 .0 -1.56 .00 WIND .01 .00 .0 .0 -.01 .00 .0 .0 .58 .00 DL+L -.05 .00 -.0 .0 -.05 .00 O .0 -1.76 .00 .11 DL+W .01 .00 .0 .0 -.02 .00 .0 .0 .38 .00 .02 Al A20 - - - - JOINTS FORCES - - - - - - - - JOMT2 FORS - - - - - - - - MAXIHQM - - - - T2SQX.12 H(XX) H(YY) 7=) V(YY) H(XX) H(Y•Y) 7(= V(YY) P T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.15 .00 SNOW .02 .00 .0 .0 .02 .00 .0 .0 -1.04 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 .40 .00 DL+L .02 .00 .0 .0 .03 .00 -.0 .0 -1.19 .00 .07 DL+W .01 .00 .0 .0 .01 .00 .0 .0 .26 .00 .01 A2 A19 - - - - JOINTI FORMS - - - - - - - - JOINT2 ?ORC ZS - - - - - - _ _ MAXIMUM - - - - T2SQX.083 M(=) M(YY) 7(MC) V(YY) H(XX) H(YY) 7(XX) 7(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.11 .00 SNOW .02 .00 .0 .0 .01 .00 .0 .0 -1.14 .00 WIND .00 .00 .0 .0 .01 .00 .0 .0 .44 .00 DL+L .02 .00 .0 .0 .02 .00 .0 .0 -1.26 .00 .09 DL+W .00 .00 .0 .0 .01 .00 .0 .0 .33 .00 .02 A3 A18 - - - - JOINTl ?O 'S - - - - - - - - UOINT2 ?ORCVS - - - - - - - - yAX=NMM - - - - T2SQx.083 M(NI-0 M(YY) 7(= 7(YY) H(MC) H(YY) V(MC) V(YY) ? T SR DEAD -.00 .00 .0 .0 -.00 -00 .0 .0 .04 .00 SNOW -.02 .00 -.0 .0 -.02 .00 .0 .0 .10 .00 WIND .03 .00 .0 .0 .03 00 -.0 .0 -.42 .00 DL+L -.02 .00 -.0 .0 -.02 .00 .0 .0 .14 .00 .03 DL+W .03 .00 .0 .0 .03 .00 -.0 .0 -.39 .00 .04 A4 A17 - - - - JOINTI FORL;.S - - - - - - - - ;OINT2 :ORC?S - - - - - - - - MAX:.%MM - - - - T2SQx.083 H(XX) H(YY) 7(XX) 7(YY) H(-CC) H(YY) 7(XX) 7(YY) P T SR DEAD -.00 .00 .0 .0 .00 .00 .0 .0 -.18 .00 SNOW -.01 .00 .0 .0 -.01 .00 .0 .0 -1.66 .00 WIND .03 .00 .0 .0 .02 .00 -.0 .0 1.01 .00 DL+L -.01 .00 .0 .0 -.01 .00 .0 .0 -1.84 .00 .12 DL+W .02 .00 .0 .0 .02 .00 -.0 .0 .83 .00 .05 AS A16 - - - - JOIN-.I ?O -=S - - - - - - - - J0IN'^2 ?ORCF..S - - - - - - - - \==MUM - - - - T2SQx.083 M(XX) H(YY) 7(%X) 7(YY) H(}CC) H(TY) 7(= 7(YY) P T SR DEAD -.00 .00 .0 .0 -.00 .00 .0 .0 -.03 .00 SNOW .02 .00 .0 .0 .01 .00 -.0 .0 -.27 .00 WIND -.00 .00 .0 .0 .00 .00 .0 .0 .13 .00 DL+L .02 .00 .0 .0 .01 .00 -.0 .0 -.30 .00 .03 DL+W -.00 .00 .0 .0 -.00 .00 .0 .0 .10 .00 .Ol A6 u 5 - - - - JOINTI ?OR=S - - - - - - - - 170INT2 ?CRC ZS - - - - - - - - 3AXIMUM - - - T2SQx.083 M(.`C{) H(YY) 7(,a) V(Y-) M(MC) H(YY) 7(XX) 7(=) ? _ SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.04 .00 SNOW -.33 .00 -.0 .0 -.02 .00 .0 .0 -.39 .00 WIND .01 .00 .0 .0 .01 .00 .0 .0 .22 .00 DL+L -.03 .00 -.0 .0 -.02 .00 .0 .0 -.43 .00 .05 DL+W .01 .00 .0 .0 .01 .00 .0 .0 .28 .00 .02 a7 A14 - - - - JOINTI ?0RCti5 - - - - - - - - 70INT2 ?OR=-S - - - - - - - - MAXIMUM - - - - T2SQX.083 H(XX) H(YY) 7(XX) 7(YY) HC= H(YY) V(XX) V(YY) 2 T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.23 .00 SNOW .03 .00 .0 .0 .01 .00 -.0 .0 -2.08 .00 WIDfD -.04 .00 -.0 .0 -.03 .00 .0 .0 1.51 -00 DL+L .03 .00 .3 .0 .01 .00 -.3 .0 -2.31 .00 .16 DL+W -.03 .00 -.0 .0 -.03 .00 .0 .0 _.=9 .30 38 a8 A13 - - - - JOINT: 70=s - - - - - - - - ;OINT2 ?OP=-S - - - - - - - - MAXIMUM - - - - T2SQx.083 4(:LY) M(YY) 7(;CC) V(YY) M()LY) _!(YY) V(%X) 7(YY) ? _ SR DEAD .01 30 .3 .0 .01 .00 .0 .3 .07 .00 SNOW .07 30 _ .0 .07 .00 -.1 0 .28 .00 ,film -.08 .30 .0 -.08 .00 l .0 -.42 .00 DL+L .07 00 .0 .08 .30 -.- 0 .45 DL+W -.07 00 1 .0 -.08 .30 .0 -.35 .00 .07 A9 U2 - - - - JOIITT1 FOR - - - - - - - - JOI2fT2 aORC.::S - - - - - - - - MAXIMUM - - - i T25Qx.083 M(XX) M(YY) 7(XX) V(YY) M(XX) M(YY) 7(XX) V(YY) P T SR DEAD -.00 .00 .0 .0 -.00 .00 .0 .0 -.06 .00 SNOW -.01 .00 .0 .0 -.00 .00 .0 .0 -.72 .00 wnm -.03 .00 -.0 .0 -.04 .00 .0 .0 .28 .00 DL+L -.01 .00 -.0 .0 -.00 .00 .0 .0 -.78 .00 .06 DL+W -.03 .00 -.1 .0 -.04 .00 .1 .0 .22 .00 .04 MA Al1A - - - - JOINT= FOR= - - - - - - - - JOIIIT2 FORczS - - - - - - - - MAXIMUM - - - T2SQX.12 M(XX) M(YY) 7(XX) 7(YY) M(XX) M(YY) 7(MC) V(YY) P T SR DEAD -.01 .00 -.0 .0 -.01 .00 .0 .0 -.09 .00 SNOW -.07 .00 -.1 .0 -.06 .00 .1 .0 -.79 .00 WIND -.00 .00 .0 .0 -.01 .00 .0 .0 .31 .00 DL+L -.08 .00 -.1 .0 -.07 .00 .1 .0 -.88 .00 .09 DL+W -.01 .00 -.0 .0 -.01 .00 .0 .0 .22 .00 .01 A10 All - - - - JOINT= roR=s - - - - - - - - JOINT2 ?OR=S - - - - - - - - MAXIMUM - - - - T2SQx.12 M(XX) M(YY) 7(XX) 7(YY) m(MC) Y(M 7(XX) 7(YY) 2 T SR DEAD -.01 .00 -.0 .0 -.01 .00 .0 .0 -.13 .00 SNOW -.05 .00 -.1 .0 -.05 .00 .1 .0 -.94 .00 w= -.02 .00 -.0 .0 -.02 .00 .0 .0 .36 .00 DL+L -.05 .00 -.1 .0 -.06 .00 .1 .0 -1.07 .00 .09 DL+W -.02 .00 -.0 .0 -.03 .00 .0 .0 .24 .00 .02 A2 A20 - - - - JOINTS ?CR=S - - - - - - - - JOI'I 72 ?ORC 3S - - - - - - - - MAXIMUM - - - - T2SQx.083 M(ICC) M(YY) 7(XX) 7(YY) M(.'CC) M(YY) 7 GCQ V(YY) p T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 .20 .00 SNOW -.00 .00 .0 .0 .00 .00 .0 .0 1.57 .00 WIND .00 .00 .0 .0 -.00 .00 .0 .0 -.64 .00 OL+L .00 .00 .0 .0 -.00 .00 .0 .0 1.88 .00 .10 DL+W .01 .00 .0 .0 -.01 .00 .0 .0 -.44 .00 .03 A3 A19 - - - - JOINT= FCR=S - - - - - - - - JOINT2 ?ORC. 3 - - - - - - - - dM-,,dOM - - - - T2SQx.083 M(XX) M(YY) 7(XX) V(YY) M(XX) M(YY) 7(XX) V(YY) p T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 -.03 .00 SNOW -.00 .00 .0 .0 .00 .00 .0 .0 -.19 .00 WIND .00 .00 .0 .0 -.01 .00 .0 .0 .67 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -.22 .00 .02 DL+W .01 .00 .0 .0 -.01 .00 .0 .0 .65 .00 .03 A4 A18 - - - - JOINT= ?ORCZS - - - - - - - - 1;0INT2 =ORczs - - - - - - - - 4AX;aUM - - - - T2SQX.083 H(XX) 'S(YY) 7(MC) 7(YY) M(= M(= V(XX) 7(YY) 2 - SR DEAD .01 .00 .0 .0 -.00 .00 .0 .0 -.30 .00 SNOW .01 .00 .0 .0 .01 .00 .0 .0 -2.52 .00 WIND -.01 .00 .0 .0 -.01 .00 .0 .0 2.32 .00 DL+L .02 .00 .0 .0 .00 .00 .0 .0 -2.82 .00 .20 DL+W -.00 .00 .0 .0 -.01 .00 .0 .0 2.02 .00 .09 AS A17 - - - - JO=I FOR - - - - - - - - JOINT2 ?0RG3 - - - - - - - - :TAX:MUM - - - - T2SQx.083 M(.`CC) H(YY) V(= V(YY) M(XX) IS(YY) 7(XX) 7(YY) p 7 SR DEAD .00 .00 .3 .0 -.00 .00 .0 .0 .11 .00 SNOW .00 .00 .0 .0 -.01 .00 .0 .0 .78 .00 ?7SND -.00 .00 .0 .0 .00 .00 .0 .0 -.33 .00 DL+L .00 .00 .0 .0 -.01 .00 .0 .0 .88 .00 .06 DL+W .00 .00 .0 .0 -.00 .00 .0 .0 -.23 .00 .01 A6 A14 - - - - JOINTI FOPS - - - - - - - - J0INT2 ?ORLZS - - - - - - - - MAXI..%UM - - - - T2SQX.083 M(XX) M(Y-) 7(XX) V(YY) M(XX) M(YY) V(XX) 7(YY) p T SR DEAD .00 .00 .0 .0 -.01 .00 .0 .0 .18 .00 SNOW -.00 .00 .0 .0 -.01 .00 .0 .0 1.45 .00 WIND -.00 .00 .0 .0 .01 .00 .0 .0 -1.20 .00 DL+L .00 .00 .0 .0 -.02 .00 .0 .0 1.63 .00 i0 DL+W .00 .00 .0 .0 .00 .30 .0 .0 -1.02 .00 .05 A7 A13 - - - - 170INTI ?ORCS - - - - - - - - J OINT= TORL.S - - - - - - - - IIAXII MUM - - - T2SQX.083 M(:CC) M(YY) 7(;g[) V(YY) =M(YY) 7(;CC) 7(Y-) 2 T SR DEAD .01 00 .3 0 .00 .00 .0 .0 -.40 .00 SNOW .03 00 .0 .0 .03 .00 -.0 .0 -3.43 .00 WIND -.02 00 - 0 .0 -.03 .00 .0 .0 2.So .00 DL+L .03 00 .0 .0 .02 .30 .0 .0 -3.32 .00 .26 DL+W -.02 00 .0 .0 -.03 .00 .0 .0 12.21 .00 .11 i As Al2 - - - - aonm Pon= - - - - - - - - JOIT)T2 FORCES - - - - - - - - MAxIMUM - - - - T2SQx.083 H(XX) H(YY) V(XX) V(YY) M(XX) H(YY) 7(XX) V(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.14 .00 SNOW .00 .00 .0 .0 .02 .00 .0 .0 -1.21 .00 WIND -.01 .00 .0 .0 -.03 .00 .0 .0 1.27 .00 DL+L .00 .00 .0 .0 .02 .00 .0 .0 -1.35 .00 .11 DL+W -.01 .00 .0 .0 -.03 .00 .0 .0 1.13 .00 .07 A9 A11A - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - HAX-MUM - - - - T2SQX.083 H=) M(YY) 7(XX) V(YY) H(XX) M(YY) V(XX) V(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .13 .00 SNOW -.02 .00 .0 .0 .00 .00 .0 .0 1.33 .00 WIND .01 .00 .0 .0 -.01 .00 .0 .0 -.51 .00 DL+L -.02 .00 .0 .0 .00 .00 .0 .0 1.46 .00 .09 DL+W .01 .00 .0 .0 -.01 .00 .0 .0 -.38 .00 .03 ASA All - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQX.083 M(XX) M(YY) V(MC) V(YY) M(:Cc) M(YY) 7(XX) V(YY) P T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 .21 .00 SNOW -.01 00 -.0 .0 -.01 .00 .0 .0 1.66 .00 WIND .00 .00 .0 .0 -.01 .00 .0 .0 -.68 .00 DL+L -.02 .00 .0 .0 -.02 .00 .0 .0 1.87 .00 .11 OL+W .00 .00 .0 .0 -.01 .00 .0 .0 -.48 .00 .03 A5 A15 - - - - 1;OIN'T1 FCRCES - - - - - - - - 17OINT2 FORrys - - - - - - - - MAXMfUM - - - - T1:C2x.093 M(:Cc) M(Y--) 7 GCQ V(YY) H(:a) M(YY) V("CC) V(YY) P _ SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.02 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 -.20 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 .07 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -.23 .00 .02 DL+W .00 .00 .0 .0 .00 .00 .0 .0 .06 .00 .00 A6 A16 - - - - JOINTI 701;u s - - - - - - - - 1;OINT2 FoRC:.s - - - - - - - - MAXIMUM - - - - T2.x2s.095 M(XX) M(YY) 7(XX) V(YY) M(XX) H(YY) 7(M%) 7(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.04 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 -.34 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 .28 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -.37 .00 .04 DL+W .00 .00 .0 .0 .00 .00 .0 .0 .25 .00 -01 BLMMLY BUILDING 3 Q C TAPERED --.RUSS (J2750WIN.MP) V'RC2S ON SPACE FRAME ? SUPPORTS REAL:T_ONS .2 RX RY RZ MX MY MZ JOINT Al (KIPS) (K:23) (KIPS) (3---� (FT-K) (FT-K) DEAD 00 .00 .16 .00 .00 .00 SNOW .00 .00 1.05 .00 .00 .00 WIND .00 3.57 -.40 .00 .00 .00 DL+L .00 .00 i.21 .00 .00 .00 DL+W .00 3.57 -.24 .00 .00 .00 REACTIONS 3 RX RY RZ MX MY MZ JOINT a4 (NIPS) (KIPS) (KIPS) (FT-K) (FT-K) (FT-K) DEAD 00 .00 .39 .00 .00 .00 SNOW 00 .00 3.21 .00 .00 .00 W7ND .00 00 -2.42 .00 .00 .00 DL+L 00 00 3.59 .00 .00 .00 DL+W 00 00 -2.04 .00 .00 .00 REACTIONS ? MC Ry RZ MX MY MZ JOINT y7 (KIPS) (KIPS) (KIPS) (FT-K) (FT-K) (FT-K) DEAD .00 .00 .41 .00 .00 .00 SNOW .00 .30 3.48 .30 .00 .00 WIND .00 .00 -2.58 .00 .00 00 DL+L .00 .00 3.89 .00 .00 00 DL+W .00 .00 -2.17 .00 .00 .00 i REACTIONS 0 RX Rs RZ MX Mx ME JOINT A10 (KIPS) (KISS) (laps) (FT-K) (FT-K) (FT-K) DEAD 00 .00 .14 .00 .00 .00 SNOW -00 .00 .98 .00 .00 .00 wnm .00 -3.57 -.36 .00 .00 .00 DL+L .00 .00 1.12 .00 .00 .00 DL+W .00 -3.57 -.22 .00 .00 .00 BLI=x BUILDING B S. C TAPERED TRUSS (J2750WIN.nTP) JOINT DISPLacmdz TS JOINT CASE '")ZANSLAXION (INCZES) RDTATION ABOUT AXES (RADI"S) Al 0 M 0 M o(Z) R(X) R(Y) R(Z) DEAD .00000 -.00128 .00000 -.00005 .00000 .00000 SNOW .00000 -.01081 .00000 -.00025 .00000 .00000 WIND .00000 .05154 -00000 .00043 .00000 .00000 DL+L 00000 -.01209 .00000 -.00030 .00000 .00000 DL+W .00000 .05026 .00000 .00038 .00000 .00000 A2 DM DM D(Z) R(X) R(Y) R(=) DEAD .00000 -.00127 -.00237 -.00000 .00000 .00000 SNOW .00000 -.01079 -.01932 -.00020 .00000 .00000 WIND .00000 .04420 .01959 .00023 .00000 .00000 DL+L .00000 -.01207 -.02169 -.00020 .00000 .00000 DL+W .00000 .04293 .01723 .00023 .00000 .00000 A3 3(X) DM D(Z) R(X) R(Y) R(2) DE1D .00000 -.00096 -.00254 .00003 .00000 .00000 SNOW .00000 -.00823 -.02113 .00017 .00000 .00000 WIND .00000 .03591 .02025 -.00012 .00000 .00000 DL+L .00000 -.00919 -.02371 .00020 .00000 .00000 DL+W .00000 .03494 .01 771 -.00009 .00000 .00000 A4 D(X) DM D= R(X) R.(Y) R( ) DEAD .00000 -.00070 .00000 .00003 .00000 .00000 SNOW .00000 -.00598 .00000 .00014 .00000 .00000 WIND .00000 .02871 .00000 -.00015 .00000 .00000 DL+L -00000 -.00668 .00000 .00016 .00000 .00000 DL+W .00000 .02801 .00000 -.00012 .00000 .00000 A5 D(;Q DM D(Z) R(X) RM A(Z) DEAD .00000 -.00090 -.00111 .00001 .00000 .00000 SNOW .00000 -.00773 -.00877 -.00015 00000 .00000 WIND .00000 .02559 .00153 .00007 .00000 .00000 DL+L .00000 -.00863 -.00988 -.00015 .00000 .00000 DL+W .00000 .02469 .00042 .00008 .00000 .00000 A6 D(X) D(Y) D= R(X) R(Y) R(7.) DEAD .00000 -.00090 -.00110 -.00000 .00000 .00000 SNOW .00000 -.00775 -.00864 .00017 .00000 00000 WIND .00000 .02545 .00124 -.00005 .00000 00000 DL+L .00000 -.00865 -.00973 .00017 .00000 .00000 DL+W .00000 .02455 .00024 -.00005 .00000 .00000 A7 DM D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00125 .00000 -.00005 .00000 .00000 SNOW .00000 -.01076 .00000 -.00038 .00000 .00000 WIND .00000 .02388 .00000 .00034 .00000 .00000 DL+L .00000 -.01201 .00000 -.00043 .00000 .00000 OL+W .00000 .02262 .00000 .00029 .00000 00000 A8 :)M D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00089 -.00466 -.00005 .00000 00000 SNOW .00000 -.00751 -.04039 -.00032 .00000 00000 Tell= .00000 .01720 .03565 .00028 .00000 00000 DL+L .00000 -.00840 -.04504 -.00037 .00000 00000 DL+W .00000 .01632 .03099 .00024 .00000 .00000 A9 OM D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00022 -.00530 .00006 .00000 .00000 SNOW .00000 -.00178 -.04540 .00048 .00000 .00000 WIND .00000 .00789 .04462 -.00049 .00000 .00000 DL+L .00000 -.00200 -.05069 .00054 .00000 .00000 DL+W .00000 .00767 .03932 -.00043 .00000 .00000 A9A D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00001 -.00309 .00009 .00000 .00000 SNOW .00000 -.00009 -.02576 .00081 .00000 .00000 WZND 00000 .00364 .02652 -.00086 .00000 -00000 DL+L .00000 -.00010 -.02886 .00090 .00000 -00000 DL+W .00000 .00362 .02342 -.00077 .00000 .00000 Al D(X) O(Y) 0(Z) R(X) R(Y) R(Z) DEAD .00000 .00000 .00000 .00010 .00000 .00000 SNOW .00000 .00000 .00000 .00080 .00000 .00000 WIND .00000 00000 .00000 -.00113 .00000 .00000 DL+L .00000 .00000 .00000 .00089 .00000 .00000 DL+W .00000 .00000 .00000 -.00103 .00000 .00000 All D(:q D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00121 -.00007 .00010 .00000 .00000 SNOW .00000 -.01017 -.00050 .00083 .00000 .00000 WIND .00000 .01609 .00019 -.00110 .00000 .00000 DL+L .00000 -.01138 -.00057 .00094 .00000 .00000 DL+W .00000 .01488 .00013 -.00100 .00000 .00000 A11A D(X) O(Y) O(Z) R(X) '.RM R(Z) DEAD .00000 -.00126 -.00315 .00009 .00000 .00000 SNOW .00000 -.01070 -.02625 .00078 .00000 .00000 WIND .00000 .01769 .02671 -.00085 .00000 .00000 DL+L .00000 -.01196 -.02940 .00087 .00000 .0000O DL+W .00000 .01643 .02356 -.00076 .00000 .00000 Alt D(X) 0(Y) DM R(X) R(Y) R(Z) DEAD 00000 -.00111 -.00535 .00006 .00000 .00000 SNOW .00000 -.00947 -.0467.2 .00039 .00000 00000 WI2ID .00000 .01816 .04490 -.00039 .00000 .00000 DL+L .00000 -.01058 -.05148 .00045 .00000 .00000 OL+W .00000 .01705 .03954 -.00033 .00000 .00000 A13 OM O(Y) O(Z) R(X) R(Y) R(Z) DEAD 30000 -.00066 -.00457 -.00004 .00000 .00000 SNOW 00000 -.00552 -.03991 -.00041 .00000 .00000 WMID .00000 .01785 .03513 .00033 .00000 00000 DL+L 00000 -.30618 -.04448 -.00045 .00000 -00000 DL+W 00000 .01719 .03056 .00029 .00000 .00000 A14 OM O(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00069 -.00034 -.00001 .00000 00000 SNOW .00000 -.00571 -.00310 -.00018 .00000 .00000 WIND .00000 .02074 .00225 .00019 00000 .00000 DL+L .00000 -.00639 -.00343 -.00019 .00000 .00000 DL+W .00000 .02006 .00191 .00019 .00000 .00000 A15 D(X) D(Y) O(Z) R(X) R(Y) R(Z) DEAD -00000 -.00080 00117 -.00001 00000 .00000 SNOW 00000 -.00683 -.00930 .00006 30000 00000 WIND .30000 .02397 .001B8 .00001 00000 .00000 OL+L 00000 -.00764 -.01047 .00005 .30000 00000 DL+W .00000 .02316 .00072 .00000 .00000 00000 alb OM O(Y) D(Z) R= R(Y) R(Z) DEAD 30000 -.000BI -.00116 .00001 .00000 30000 SNOW 30000 -.00685 -.00922 -.00008 .00000 00000 ,A= 30000 .02407 .001,75 .00003 00000 30000 OL+L 00000 -.00765 - 01029 -.00007 .00000 00000 DL+W 00000 .02327 .00059 .00004 30000 30000 :r I Via. .. ... -• -- - ___.. -' .. ... -__ ...- ....�._.:-- --- -.�.-.•:w;i...'.._.--'- .i A17 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00078 -.00035 -.00001 .00000 .00000 SNOW .00000 -.00691 -.00324 .00005 .00000 .00000 WIND .00000 .02728 .00196 -.00009 .00000 .00000 DL+L .00000 -.00770 -.00360 .00004 .00000 .00000 DL+W .00000 .02650 .00161 -.00010 .00000 .00000 A18 D(X) D(T) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00118 -.00246 .00001 .00000 .00000 SNOW .00000 -.01028 -.02095 .00022 .00000 .00000 WIND .00000 .03270 .01933 -.00017 .00000 .00000 DL+L .00000 -.01146 -.02341 .00023 .00000 .00000 DL+W .00000 .03152 .01687 -.00015 .00000 .00000 A19 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00092 -.00264 -.00003 .00000 .00000 SNOW .00000 -.00808 -.02210 -.00016 .00000 .00000 WIND .00000 .03291 .02066 .00020 .00000 .00000 DL+L .00000 -.00900 -.02474 -.00019 .00000 .00000 DL+W .00000 .03199 .01802 .00017 .00000 .00000 A20 D(X) D(7) D(Z) R(X) R(:) R(Z) DEAD .00000 -.00042 -.00027 -.00007 .00000 .00000 SNOW .00000 -.00383 -.00197 -.00029 .00000 .00000 W= .00000 .03029 .00075 .00043 .00000 .00000 DL+L .00000 -.00425 -.00224 -.00034 .00000 .00000 DL+W .00000 .02987 .00048 .00036 .00000 .00000 END OF SPACE FRAM ANALYSIS i Z� a&l: SPACE - Space Frame and Truss Analysis version 3.52 - 05/21/88 - C4.0 Copyright (C) 1986, Strnct+x-al Analysla, Inc. Boca Raton FL 33432 (407) 392-6597 User #880208 BARTENSTEIN S ASSOC BAFaMSFIELD CA 93301 INPUT DATA FILE: B:J2750CTR.INP L1,V�s O PROJ. DESCR.: BLAKELY BUILDING C TAPERED TRUSS (J2750CTR.iZ4P) TYPE=2 CObMnaM STRESS ANALYSIS FOR STRUCTURE WHICH HAS LATERAL RESTRAINT (SIDESWAY PREVENTED) EFFECTIVE LENGTH S-FACORS ARE 0.65 FOR F-? �' FURS 0.80 FOR P-F MEMBERS 1.00 FOR P-P MEMBERS HEMMER TABL3 MEMBER: AREA DEPTH WIDTH I(XX) I(YY) Y(XX) E G QS FY J COEF. OF WT 2 4 4 PSI OR 4 =MAN. No.SECTION HATL IN IN IN IN IN IN KSI KSI FB/FT/FC IN "/IN/100F PC? 1 T2SQx.25 S 1.59 2.00 2.00 .8 .8 1.00 29000. 11600. 1.00 50000. 1.4 .00065 490. 2 112SQx.083 S .64 2.00 2.00 .4 .4 1.00 29000. 11600. 1.00 50000. .6 .0006E 490. 3 Tlx2x.095 S .53 1.00 2.00 .1 .3 .50 29000. 11600. 1.00 30000. .2 .00065 490. 4 SPLICE S -.37 2.50 2.00 1.3 3.0 1.00 29000. 11600. 1.00 36000. .1 .00065 490. 5 T2SQx.313 S 1.86 2.00 2.00 .9 .9 1.00 29000. 11600. 1.00 50000. 1.3 .00065 490. STRUCTURE SUPPORTS: JOINT: Al TYPE: TZ JOINT: A10 TYPE: SP JOINT COORDINATES: 140. JOINT x(FT) Y(FT) Z(FT) 1 Al .000 .000 -1.000 2 A2 .000 4.480 -1.000 3 A3 .000 3.960 -1.000 4 A4 .000 13.440 -1.000 5 AS .000 17.585 -1.000 6 A6 .000 17.915 -1.000 7 A7 .000 22.060 -1.000 8 A8 .000 26.540 -1.000 9 A9 .000 21.020 -1.000 10 A9A .000 33.260 -1.000 11 Al .000 35.500 -1.000 12 All .000 35.500 .167 13 A3.1A .000 33.260 .353 14 Al2 .000 31.020 .540 I I 15 A13 .000 26.540 .913 16 A14 .000 22.060 1.287 17 A15 .000 17.915 1.632 18 A16 .000 17.585 1.660 19 A17 .000 13.440 2.005 20 A18 .000 8.960 2.378 21 A19 .000 4.400 2.752 22 A20 .000 .000 3.125 OMAXIMUM 9ALF 3AND W=TH= 62 RESULTING FROM MEMBER: Al A20 BAND MATRIX CONTA2NS 2016. 4T-ZbEENTS 131.4 Z BUILDING C TAPERED TRUSS (J2750CTR.INP) SPAC3 FRAME MEMBERS CTI u^T2 TYPE MEMMER L(77) KL/R(XX) KL/R('_M RO 7.4m CMAX Al A2 FF TZSQX.25 4.480 50.35 50.35 .00 47.70 38.63 A2 A3 7F T2SQx.25 4.480 50.35 50.35 .00 47.70 38.63 A3 A4 Fc T2SQx.25 4.480 50.35 30.35 .00 47.70 38.63 A4 A5 FF .2sQx.z5 4.145 46.58 46.58 .00 47.70 39.53 AS A6 PP SPLIC3 .330 4.37 3.21 .00 42.55 42.2.5 Ad A7 FF T2SQx.25 4.145 46.58 46.58 .00 47.70 39.55 A7 A8 EF T2SQX.25 4.480 50.35 50.35 .00 47.70 38.63 AB A9 77 T25Qx.25 4.480 50.35 50.35 .00 47.7,0 38.63 A.9 A9A FF TZSQX.25 2.240 25.17 25.17 .00 47.70 44.09 ASA A7.0 FF TZSQX.25 2.240 25.17 25.17 .00 47.70 44.09 A20 A19 Fc T2SQX.25 4.496 30.32 30.32 .00 47.70 38.59 A19 Alb FF T2SQX.25 4.496 50.52 50.32 .00 47.70 38.59 A18 Al FF T2SQx.25 4.496 50.52 50.52 .00 47.70 38.59 A17 Al FF T2SQx.25 4.159 46.74 46.74 .00 47.70 39.51 A16 A15 PP SPL= .331 4.89 3.22 .00 42.35 42.13 A15 A14 FF T2SQx.313 4.139 47.17 47.17 .00 55.30 46.10 A14 A13 FF TZSQX.313 4.496 50.98 50.98 .00 55.80 45.01 A13 Al2 FF T2SQx.313 4.496 50.98 50.98 .00 35.90 45.01 Al2 AIIA FF 72SQx.313 2.248 25.49 25.49 .00 35.30 51.51 AIIA all 3F T2SQx.313 2.248 25.49 25.49 .00 55.30 31.31 Al A20 IF 72SQx.25 4.125 46.36 46.36 .00 47.70 39.50 A2 Al FF T2SQx.383 3.752 37.36 37.36 .00 19.i0 16.57 A3 Al8 FF T2SQx.083 3.378 33.63 33.63 .00 i9.10 16.99 A4 A17 FF T2SQx.083 3.005 29.92 29.92 .00 i9.10 17.29 A5 Al ?7 T2SQx.083 2.660 26.49 25.49 .00 19.10 17.35 A6 A15 FF TZSQx.083 2.532 26.21 26.21 .00 19.10 17.57 A7 A14 7-17 T2SQx.083 2.287 22.77 22.77 .00 19.10 17.32 AS A13 � T2SQx.083 i.313 19.05 19.05 .00 19.10 18.08 A9 Al2 FF T2SQx.083 1.540 15.33 19.33 .00 19.10 18.31 A9A AIIA FF TZSQx.25 1.353 15.20 i5.20 .00 47.70 45.77 A10 All FF T2SQx.25 1-67 13.11 13.11 .00 47.70 46.08 A2 A20 714" T2SQx.083 6.090 60.64 50.64 .00 19.10 14.39 A3 Al --F T2SQx.083 3.344 38.18 58.18 .00 19.10 14.56 A4 A18 FF TZSQX.083 5.511 55.37 35.37 .00 i9.10 14.90 A5 A17 FF T2SQx.083 5.120 50.98 30.38 .00 i9.10 15.40 A6 A14 FF T2SQx_083 4.734 47.14 47.14 .00 19.10 15.78 A7 A13 FF T2SQx.083 4.371 48.30 48.50 .00 19.10 15.55 A8 Al2 FF T2SQx.083 4.737 47.17 47.17 .00 '_9.i0 15.78 A9 AIIA FF TZSQX-383 2.617 26.06 25.06 .00 19.i0 17.38 A9A All FF T2SQx.083 2.326 25.15 25.15 .00 i9.10 17.55 AS A15 PP T3.:cZx.095 2.653 79.08 45.06 .00 16.02 10.25 A6 A16 PP T1::2:s.395 2.580 79.91 45.33 .00 16.02 i0.16 NO. OF ;DINTS __ 110. OF AMBERS 42 NO. OF UNKNOWNS :53 3ALF 3AND WIDTH -32 LOAD CASE: (DEAD) DESCRIPTION: DEAD LOAD ONLY (2 PSF) TOTAL STRUCTURAL FRAMING '4ZIG3T = 29 'TONS i 7C JOINT TYPE FORCE Al2G." -.20 A13 CZ -.20 A14 -.20 A15 C: -.10 A16 C.^. -.10 A17 CZ -.20 Ala CZ -.20 A19 C; -.20 LOAD CASE: (SNOW) DESCRIPTION: SNOW LOAD ONLY (25 PSF) JOINT TYPE FORCE Al2 Cz -2.52 A13 C- -2.52 A14 CZ -2.47 A15 Cz -1.21 A16 C"" -1.21 A17 CZ -2.47 A18 Cz -2.52 A19 C: -2.52 LOAD CASE: (WIND) DESCRIPTION: WIND LOAD ONLY (16.5 PSF UP 90 HPH) JOINT TY2E FOR= Al2 CZ 1.66 A13 CZ 1.66 A14 CZ 1.53 A15 Cr .30 A16 CZ .80 A17 C: 1.63 A18 C 1.66 A19 C: 1.66 Al CY 7.15 LOAD COMBINATIONS DL+L 1 1(DEAD)+1(SN0W) DL+W 1.33 1(DEAD)+l(AIND) ♦END BL.1R rMY BUILDING C TAPERED TOSS (J2750CTR.INP) .�C R FORC,.'}S (F^-K a KIPS) Al A2 - - - - Yonm FORCES - - - - - - - - 7OINT2 FORCES - - - - - - - - MAXnWX - - - - T2SQX.25 H(XX) M(YY) 7(XX) 7(YY) -4 H(YY) 7(XX) 7(YY) P T SR DEAD .03 .00 .0 .0 .01 .00 .0 _0 .01 .00 SNOW .17 .00 .1 .0 .15 .00 -.1 .0 .09 .00 WIND -.10 .00 -.0 .0 -.10 .00 .0 .0 -7.20 .30 DL+L .20 .00 .i 0 15 00 -.1 .0 .10 .00 it DL+W -.08 .00 -.0 .0 -.09 .00 .0 .0 -7.19 .00 .18 A2 A3 - - - - 170=1 TOP - - - - - - - - 70=2 70=-S - - - - - - - - 4mllQUM - - - - T2SQX.25 H(=, \1 Y) 7(XX) 7(YY) H(XX) H(YY) 7(:pC) 7(YY) P _ SR DEAD .02 .00 .0 .0 .01 .00 .0 .0 1.14 .00 SNOW .07 .00 i .0 i6 00 -.1 .0 10.44 .00 WIND -.04 .00 -.0 .0 -.il 00 .0 .0 -14.03 .00 DL+L .09 .00 .1 .0 .17 00 -.0 .0 11.57 .00 33 DL+W -.02 .00 -.0 .0 -.10 .00 .0 .0 -12.89 .00 .27 A3 A4 - - - - JOINT- FOR=s - - - - - - - - JOINT2 FORCES - - - - - - - - MAxncx - - - - T2SQx.25 M(XX) H(YY) V(XX) V(YY) M(XX) M(YY) V(XX) V(YY) P T SR DEAD .O1 .00 .0 .0 .01 .00 .0 .0 2.15 .00 SNOW .04 .00 .0 .0 .17 .00 -.0 .0 19.81 .00 Wam -.Ol .00 -.0 .0 -.11 .00 .0 .0 -20.22 .00 DL+L .05 .00 .1 .0 .18 .00 -.0 .0 21.96 .00 .55 DL+W .00 .00 .0 .0 -.10 .00 .0 .0 -18.06 .00 .38 A4 A5 - - - - JOnm FOR[: s - - - - - - - - JOINT2 FORS - - - - - - - - MAXIMUM - - - - T2SQX.25 H(XX) M(YY) 7(XX) 7(YY) M(XX) M(YY) V(XX) V(YY) P T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 3.01 .00 SNOW -.03 .00 .0 .0 .13 .00 -.0 .0 27.72 .00 WIND .04 .00 -.0 .0 -.08 .00 .0 .0 -25.43 .00 DL+L -.02 .00 .0 .0 .15 .00 -.0 .0 30.73 .00 .72 DL+W .04 .00 .0 .0 -.07 .00 .0 .0 -22.42 .00 .45 A5 A6 - - - - JOINTl --CRCZS - - - - - - - - u'OI:1T2 FOR - - - - - - - - MAXIMUM - - - - SPLIC.Z M(XX) X(YY) 7(XX) 7(YY) M(XX) H(YY) 7('.C{) 7(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 3.64 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 33.48 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 -29.24 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 37.12 .00 .37 DL+W .00 .00 .0 .0 .00 .00 .0 .0 -25.60 .00 .46 A6 A7 - - - - JOINT! FORS - - - - - - - - JOI:I'T2 FORCES - - - - - - - - MAXIMUM - - - - T2SQX.25 M(MC) M(YY) 7(Xx) V(YY) M(Xx) M(YY) 7(:CC) 7(y ) B T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 3.94 .00 SNOW .02 .00 .1 .0 .i9 .00 -.1 .0, 36.27 .00 WIND -.02 .00 -.0 .0 -.15 .00 .0 .0 -31.06 .00 DL+L .02 .00 .1 .0 .20 .00 -.0 .0 40.21 .00 .95 DL+W -.01 .00 -.0 .0 -.14 .00 .0 .0 -27.12 .00 .55 A7 A8 - - - - J012IT1 FCR=s - - - - - - - - JOINT2 FORS - - - - - - - - MAXIMUM - - - - T2SQX.25 M QCX) M(YY) 7(XX) V(YY) M(XX) H=-) V(:CC) 7(YY) ? T SR DEAD -.00 .00 .0 .0 .01 .00 .0 .0 3.77 .00 SNOW -.09 00 .0 .0 is .00 -.0 .0 34.76 .00 WIND .06 .00 -.0 .0 -.15 .00 .0 .0 -30.06 .00 DL+L -.09 00 .0 .0 .19 .00 .0 .0 38.53 .00 .91 DL+W .06 .00 .0 .0 -.14 .00 .0 .0 -26.28 .00 .56 AB A9 - - - - JOINT! FOR zs - - - - - - - - JOINT2 FOPZZS - - - - - - - - MAX--MUM - - - - T2SQX.25 H(XX) M(YY) 7(XX) 7(YY) H(:C{) H(YY) 7('.CQ 7(YY) B T SR DEAD -.02 .00 .0 .0 -.01 .00 .0 .0 2.76 .00 SNOW -.25 .00 -.l .0 -.04 .00 i .0 25.42 .00 WIND .16 00 .0 .0 -.01 .00 -.0 .0 -23.36 .00 DL+L -.27 00 -.1 .0 -.05 .00 .1 .0 29.18 .00 .73 DL+W .2.4 .00 .0 .0 -.02 .00 -.0 .0 -21.10 .00 .46 A9 A9A - - - - JOINTl FORCES - - - - - - - - 7OINT2 FORc--s - - - - - - - - MAXIMUM - - - - T2SQx.25 M(XX) M(YY) 7(=Q V(YY) M(:CC) H(YY) 7(XX) V(YY) 2 T 3R DEAD -.02 .30 -.0 .0 -.01 .00 .0 .0 1.62 .00 SNOW -.26 .00 -.2 .0 -.13 .00 .2 .0 14.67 .00 WIND .13 .00 .l .0 .05 .00 -.1 _0 -16.76 .00 DL+L -.29 .00 -.2 .0 -.14 .00 .2 .0 16.29 .00 .49 DL+W .15 .00 .1 .0 .03 .00 -.1 .0 -15.i5 .00 .30 A9A A10 - - - - JOINT! FORCES - - - - - - - - 7OINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQX.25 M(XX) It(YY) 7(XX) V(YY) H(XX) .4(YY) V(%X) 7(YY) P T SR DEAD -.05 .00 -.0 .0 -.06 .00 .l .0 .il .00 SNOW -.48 00 -.5 .0 -.53 .00 .5 .0 .98 .00 WIND .31 00 .3 .0 .30 .00 -.3 .0 -7.59 .00 DL+L - 54 00 -.5 .0 -.59 .00 .5 .0 1.09 .00 .33 DL+W 26 00 .2 .0 .24 .00 -.2 .0 -7.58 .00 .23 A20 JU 9 - - - - JOINTI TORCES - - - - - - - - OnTT2 -ORCZS - - - - - - - - MAXIMUM - - - - T2SQx.=5 M(XX) H(YY) 7(XX) V(YY) H(:CQ M(YY) V(XX) V(YY) 2 T SR DEAD .03 .00 .0 .0 .31 .00 .0 .0 -1.13 .00 SNOW 20 .00 .1 .0 .19 .00 -.1 .0 -10.36 .00 WI2m -.12 00 -.1 .0 -.1-3 .00 .1 .0 6.94 .00 DL+L .23 .00 .l .0 .20 .00 -.1 .0 -11.49 .00 .36 DL+W -.10 _00 -.0 .0 -.12 .00 .l .0 5.71 .00 .14 A19 AIS - - - - JOINTSrcr=s - - - - - - - - JOINT2 FOR= - - - - - - - - HAXIMQM - - - - T2SQx.25 H(XX) H(= 7 C= 7(= H(XX) H(YY) 7(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -2.15 .00 SNOW .06 .00 .0 .0 .16 .00 -.0 .0 -19.77 .00 WIND -.03 .00 -.0 .0 -.11 .00 .0 .0 13.05 .00 DL+L .08 .00 .1 .0 .16 .00 -.0 .0 -21.92 .00 .61 DL+W -.02 .00 -.0 .0 -.10 .00 .0 .0 10.90 .00 .21 Ai a A17 - - - - JOINTI TORUS - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQx.25 H(XX) H(YY) 7(:CC) 7(YY) H(:CX) M(':-') 7(:IX) V(YY) ? T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -3.01 .00 SNOW .06 .00 .1 .0 .19 .00 -.1 .0 -27.71 .00 WIND -.03 .00 -.0 .0 -.13 .30 .0 .0 18.29 .00 DL+L .07 .00 .1 .0 .20 .00 -.0 .0 -30.73 .00 .97 DL+W -.01 .00 -.0 .0 -.12 .00 .0 .0 13.28 .00 .29 A17 A16 - - - - SO=l ?OR=S - - - - - - - - ;OINT2 TORCZS - - - - - - - - MA:ZI:3UH - - - - T2SQx.25 M(:CC) :4(= 7(XX) V(YY) M(X:C) H(YY) 7(XX) V(YY) ? T SR DEAD .01 .00 .0 .3 .01 .00 .0 .0 -3.62 .00 SNOW -.01 .00 .0 .0 .14 .00 -.0 .0 -33.24 .00 WIND .02 .00 -.0 .0 --09 .00 .0 .0 21.94 .00 DL+L -.00 .00 .0 .0 .16* .00 -.0 .0 -36.85* .00 1.01 DL+W .03 .00 .0 .0 -.08 .00 .0 .0 18.32 .00 .32 A16 A15 - - - - 170=. - v0=2 ?ORCZ3 - - - - - - - - MA.YI:SUM - - - - SPLIC3 M(:CC) M(YY) (YY) V(=0 7(Y-) ? T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -3.64 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 -33.46 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 22.09 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -37.10 .00 .88 DL+W .00 .00 .0 .0 .00 .00 .0 .0 18.45 .00 .33 A15 A14 - - - - JOINTI ?CRLS - - - - - - - - .:0INT2 ?0=s - - - - - - - - SAX=MUM - - - - T2SQx.313 M(XX) M(YY) 7(=. 7(7) M(:OC) It(YY) 7(:CX) V(YY) ? T SR DEAD .31 .00 .0 .0 .01 .00 .0 .0 -3.67 .00 SNOW .01 .00 .0 0 19 .00 -.0 0 -33.71 .00 WIND -.01 .00 -.0 .0 -.14 .00 .0 0 22.23 .00 DL+L .02 .00 .1 .0 .20 .00 -.0 0 -37.38 .00 .38 DL+W -.01 .00 -.0 .0 -.13 .00 .0 0 18.59 .00 .30 A14 A13 - - - - JOINTI ?CR=s - - - - - - - - 1;0=2 ?CR=S - - - - - - - - HAXIMUM - - - - T2SQx.313 M(:CC) M(YY) 7(XX) 7(YY) M(XX) M(YY) 7(XX) 7(YY) ? - SR DEAD -.01 .00 .0 .3 .01 .00 .0 .0 -3.36 .00 SNOW -.17 .00 .0 .0 .14 .00 .0 .0 -36.45 .00 ?7SND 11 .00 .0 .0 -.11 .00 .0 .0 24.06 .00 DL+L -.17* .00 .0 .0 .14 .00 .0 .0 -40.42* .00 1.02 DL+W __ .00 .0 .0 .00 .0 .0 20.10 .00 .21 A13 Al2 - - - - .:OINTI TO "'S - - - - - - - - MINTZ ?ORC.ZS - - - - - - - - 4AXI:0M - - - - T2SQx.313 M(%X) M(YY) 7(XX) 7(YY) M(XX) 14(YY) 7(XX) 7(= P T SR DEAD -.02 .00 .0 .0 -.01 .00 .0 .0 -3.77 .00 SNOW -.32 .00 -.1 .3 -.04 .00 ._ .0 -34.74 .00 WIND .21 .00 .0 .0 -.01 .00 -.0 .0 22.93 .00 DL+L -.35 .00 -.1 -0 -.05 .00 .1 .0 -38.51 .00 .99 DL+W .19 .00 .1 .3 -.32 .00 -.0 .0 19.16 .00 .32 Al2 1IIA - - - - 70INTI roRCZS - - - - - - - - ;onrr2 ?ORL: s - - - - - - - - MAXII MUM - - - - T2SQx.313 M(:CX) 11(YY) 7(XX) 7(YY) M(.= `1(YY) V(XX) 7(YY) ? 7 SR DEAD -.03 .00 -.0 .0 -.02 .00 .0 .0 -2.72 .00 SNOW -.33 .00 .0 -._a .00 _ .J -25.08 .30 7I2iD .23 .00 .3 .10 .30 -.- .0 16.54 .00 DL+L -.36 .00 -.3 .3 -.22 .00 .3 .0 -27.30 .00 .66 JL+W .21 .00 .1 .0 .08 .00 .3 1-3.32 .00 .26 A11A All - - - - 1:0INT1 ?ORCrS - - - - - - - - OINT2 ?ORCS - - - - - - - - MAXIMUM - - - T25Qx.313 M(XX) M(YY) T(%X) 7(YY) `1(=. \.1(YY) V(XX) V(YY) ? T SR DEAD -.06 .00 - 0 .0 -.J6 .00 .1 .0 -1.52 .00 SNOW -.52 .00 -.5 .0 -.51 .00 .5 .0 -13.71 .00 V WIND .34 .00 .3 .0 .29 .00 -.3 .0 9.06 .00 DL+L -.57 .00 -.5 .0 -.56 .00 .5 .0 -15.23 .00 .53 DL+W .29 .00 .2 .0 .23 .00 -.2 .0 7.54 .00 .20 Al A20 - - - - JOINTI FORCES - - - - - - - - JOMT2 FORCES - - - - - - - - HAXIMUH - - - - T25Qx.25 H(= H(YY) V(= V(YY) H(= H(YY) V(SIX) V(YY) P T SR DEAD .03 .00 .0 .0 .03 .00 -.0 .0 -.98 .00 SNOW .17 .00 .l .0 .19 .00 -.1 .0 -8.65 .00 WIND -.10 .00 -.1 .0 -.11 .00 .1 .0 5.71 .00 DL+L .20 .00 .1 .0 .22 .00 -.1 .0 -9.63 .00 .32 DL+W -.08 .00 -.0 .0 -.08 .00 .0 .0 4.76 .00 .11 A2 A19 - - - - jOINTI FORL."S - - - - - - - - JOINT2 ?ORBS - - - - - - - - MA.Ncnmx - - - - T2SQx.083 H(SIX) H(YY) V(XX) V(YY) M=0 H(YY) V(MC) 7(YY) ? 1. SR DEAD .02 .00 .0 .0 .02 .00 -.0 .0 -.99 .00 SNOW .20 .00 .1 .0 .20 .00 -.1 .0 -9.45 .00 WIND -.12 .00 -.1 .0 -.12 .00 .1 .0 6.24 .00 DL+L .22 .00 .1 .0 .22 .00 -.1 -0 -10.44 .00 .77 DL+W -.10 .00 -.1 .0 -.10 .00 .1 .0 5.25 .00 .29 A3 AIS - - - - -OINTI ^OR[..''s - - - - - - - - 170rT2 =ORL.',s - - - - - - - - HAX-�SUM - - - T23QX.083 M(SIX) M(YY) V(=Q V(YY) M=0 M(YY) 7(SC{) 7(YY) 2 _ SR DEAD .02 .00 .0 .0 .02 .00 -.0 .0 -.81 .00 SNOW .18 .00 .1 .0 .17 .00 -.i .0 -7.75 .00 WIND -.11 .00 -.1 .0 -.10 .00 .1 .0 5.12 .00 DL+L .20 .00 .1 .0 .19 .00 -.1 .0 -8.56 .00 .65 DL+W -.09 .00 -.1 .0 -.08 .00 .1 .0 4.32 .00 .24 A4 A17 - - - - 70=1 FORCES - - - - - - - - JOINT= FORL''S - - - - - - - - M 6x--,ACH - - - - T2SQx.083 M(SIX) M(YY) 7(Xx) 7(Y--) H(SC{) H(YY) V(MC) 7(= P T SR DEAD .02 .00 .0 .0 .02 .00 -.0 .0 -.61 .00 SNOW .15 .00 .1 .0 .14 .00 -.1 .0 -3.90 .00 WIND -.09 .00 -.1 .0 -.08 .00 .1 .0 3.90 .00 DL+L .17 .00 .1 .0 .15 .00 -.1 .0 -6.52 .00 .51 DL+W -.07 .00 -.0 .0 -.06 .00 .0 .0 3.30 .00 .18 A5 A16 - - - - JOINTI FORCES - - - - - - - - IMINT2 FORCES - - - - - - - - XAt'`^T� - - - - T2SQx.083 M(xx) M(YY) 7(SIX) 7(YY) H(= H(YY) 7(..= 7(YY) ? _ SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.21 .00 SNOW .15 .00 .1 .0 .14 .00 -.i .0 -1.97 .00 WIND -.09 .00 -.1 .0 -.09 .00 .1 .0 1.31 .00 DL+L .16 .00 .1 .0 .16 .00 -.1 .0 -2.i8 .00 .29 DL+W -.08 .00 -.1 .0 -.08 .00 - .0 i.11 .00 .-_ A6 A15 - - - - JOINT"- FORC7.S - - - - - - - - 17OL`]T2 ?OR=S - - - - - - - - )iAXMIL'M - - - - T2SQx.083 H(SIX) M(YY) 7(=0 7(YY) H(SIX) 11(YY) V(SIX) 7(YY) ? - SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 .09 .00 SNOW .01 .00 .0 .0 .01 .00 .0 .0 .67 .00 WIND -.01 .00 .0 .0 -.01 .00 .0 .0 - 43 .00 DL+L .01 .00 .0 .0 .02 .00 -.0 .0 .76 .00 .06 ❑L+W -.01 .00 .0 .0 -.01 .00 .0 .0 -.35 .00 .02 A7 Al - - - - JOINTl ?ORES - - - - - - - - ;OINT2 ?OR zs - - - - - - - - XA)C:SUM - - - - T=SQX.083 M(SIX) 4(YY) 17(SIX) V(YY) H(SIX) `4(TY) 7(SIX) 7(YY) ? T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.05 .00 SNOW .05 .00 .1 .0 .08 .00 -.- .0 -.70 .00 WIND -.06 .00 -.1 .0 -.08 .00 .1 .0 .47 .00 OL+L .06 .00 1 .0 .08 .00 -.1 .0 -.74 .00 i3 DL+W -.05 .00 -.1 .0 -.07 .00 .1 .0 .43 .00 .07 A8 U3 - - - - .TOINTl FORCES - - - - - - - - 7onTT2 ?ORES - - - - - - - - MAXIMUM - - - - 7::SQx.083 14(SCQ '.4(YY) 7(MO V(YY) M(SIX) `4(YY) 7Ca) 7(YY) 2 7 SR DEAD -.02 .00 -.0 .0 -.01 .30 .0 .0 -.22 .00 SNOW -.15 .00 -.l .0 -.12 .00 1 .0 -3..26 .30 'r7IND .07 .00 .1 .0 .04 .00 .0 2.17 .00 DL+L -.17 .00 .0 -.13 JO _ .0 -3.58 .00 .36 DL+W .05 .00 .0 .0 .03 .00 -.0 .0 1.35 .00 .11 A9 Al2 - - - - ,70INTl FOR - - - - - - - - 70INT2 ?ORC-S - - - - - - - - MAXIMUM - - - - T2SQX.083 H(4q !(YY) 7(SIX) 7(YY) H(XX) .4(YY) 7pIX) 7(YY) ? SR DEAD -.04 .00 -.- .0 -.04 .00 l .0 -.55 .00 SNOW -.34 .00 -.4 .0 -.35 .00 .4 .0 -6.34 .00 WIND .19 .00 .2 .0 .19 .00 -.2 .0 4.20 .00 DL+L -.38 .00 -.5 .0 -.39 .00 .5 .0 -6.99 .00 .76 DL+W .15 .00 .2 .0 .15 .00 -.2 .0 3.56 .00 .26 A9A A11A - - - - JOINT. FORCES - - - - - - - - JUINT2 FORCES - - - - - - - - mAxn1QM - - - - T2SQX.25 H(= H(YY) 7(= V(Ty) H(= H(YY) 7(= T(YY) P T SR DEAD -.08 .00 -.1 .0 -.07 .00 .1 .0 -.76 .00 SNOW -.72 .00 -1.0 .0 -.70 .00 1.0 .0 -6.96 .00 WIND .42 .00 .6 .0 .41 .00 -.6 .0 4.63 .00 OL+L -.79 .00 -1.2 .0 -.77 .00 1.2 .0 -7.72 .00 .58 OL+W .35 .00 .5 .0 .34 .00 -.5 .0 3.88 .00 .20 A10 All - - - - JOIN':1 ---O czs - - - - - - - - JOLVT2 --o=S - - - - - - - - ypx--&fQM - - T2SQX.25 H(XX) H CM 7(= 7(Y'Y) H(XX) H(77) 7(:(1.') 7(YY) 9 T SR DEAD -.06 .00 -.1 .0 -.07 .00 .1 .0 -.93 .00 SNOW -.53 .00 -1.0 .0 -.61 .00 1.0 .0 -8.27 .00 WIND .30 .00 .5 .0 .34 .00 -.5 .0 5.49 .00 DL+L -.59 .00 -1.1 .0 -.68 .00 1.1 .0 -9.20 .00 .55 DL+W .24 .00 .4 .0 .27 .30 -.4 .0 4.56 .00 .18 A2 A20 - - - - JOI 11 --C=S - - - - - - - - JOLVT2 FORC.''S - - - - - - - - HAX-'4UH - - - - T23Qx.083 \1(:C{) H(TY) 7(= 7(= H(:C{) H(YY) 7(XX) 7(YY) P _ SR OEAD .01 .00 .3 .3 -.00 .00 .0 .0 1.51 .00 SNOW .02 .00 .0 .0 Ol .00 .0 .0 13.92 .00 WIND -.01 .00 .0 .0 -.0- .00 .0 .0 -9.19 .00 OL,L .02 .00 .0 .0 .01 .30 .0 .0 13.44 .00 .83 OL+W -.00 .00 .0 .0 -.01 .00 .0 .0 -7.69 .00 .41 A3 a19 - - - - JOINT- ?CRG:S - - - - - - - - 17O7-\7T2 --CR=S - - - - - - - - HAX=.'4UH - - - - T2SQx.083 H(XX) H(YY) 7(XX) 7(YY) H(= H(= 7=) 7(YY) 2 T SR OEAD .01 .00 .0 .0 .00 .00 .0 .0 1.31 .00 SNOW .02 .00 .0 .0 .05 .00 -.0 .0 12.08 .00 WIND -.01 .00 .0 .0 -.04 .00 .0 .0 -7.98 .00 DL+L .02 .00 .0 .0 .05 .30 .0 .0 13.40 .00 .76 DL+W -.00 .30 .0 .0 -.04 .00 .0 .0 -5.58 .00 .36 A4 A.18 - - - - JONT- --CP=S - - - - - - - - O=-z ?CR= - - - - - - - - ?=- iLH - - - - T23Qx.083 H(.= It(YY) 7(:CQ 7(YY) H(.= H(YY) 7(XX) 7(YY) ? _ SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 1.07 .00 SNOW -.01 .00 .0 .0 .04 .00 .0 .0 9.78 .00 WIND .01 .00 .0 .0 -.03 .30 .0 .0 -6.46 .30 OL+L -.01 .00 .0 .J .34 JO .0 .0 10.35 .00 .61 OLrW .01 .00 .0 .0 -.03 .)0 .0 .0 -3.40 .00 .29 A.5 a17 - - - - JOINT- --CR=S - - - - - - - - ==T-'2 ?CRL''S - - - - - - - - %fAXI_`4CM - - - - T2SQx.083 H(= H(YY) 7(M%) 7(YY) H(.= `1 CM 7(:CC) 7(YY) ? T SR DEAD .00 .00 -0 .0 .30 JO .0 .0 .74 .00 SNOW -.02 .00 .0 .0 .04 .30 .3 .0 5.57 .00 WIND .01 .00 .0 .0 -.03 JO .0 .0 -4.42 .00 OL+L -.02 .30 .3 .0 .34 .30 .0 .0 7.41 .30 .43 DL+W .01 -00 .0 .0 -.03 .00 J .0 -3.69 .30 .20 A6 U4 - - - - JOINT. ?CR=S - - - - - - - - 1:0=2 30=S - - - - - - - - MAX=MUM - - - - T2SQx.083 H(XX) H(YY) 7(XX) 7(YY) H(:LY) \1(YY) 7(XX) 7(`-^_') 2 _ SR OEAD .00 .00 .0 .0 .00 .00 _0 .0 -.33 .00 SNOW -.01 .00 .0 .0 .06 .00 .0 .0 -3.06 .00 WIND .00 .00 .0 .0 -.35 .00 .0 .0 1.99 .00 OL+L -.01 .00 .0 .0 .06 .00 .0 .0 -3.39 .00 .26 DL+W .01 .00 .0 .3 -.04 .00 .0 .0 1.66 .00 .10 A7 a13 - - - - JOINT- CI;=-S - - - - - - - - .7O=2 =;=-s - - - - - - - - `SAXI:SUM - - - - TZSQx.083 \1(:CC) `1(YY) 'T(XX) 7(YY) `i(.L^{) `S(YY) -7(:LY) 7(YY) ? _ SR DEAD -.00 .00 .3 .J .00 JO .0 .0 .19 .00 SNOW -.05 .00 J .0 07 JO .0 .0 1.70 .00 ;JIND .03 .00 .0 .0 - 06 .00 .0 .3 -1.16 .00 OL+L -.05 .00 .0 1 .07 .30 .0 .0 1.90 .30 .17 OL+W .03 .00 .0 .0 -.05 .00 .0 .0 -.97 .00 .09 a8 ra12 - - - - JOINT. ?CRCs - - - - - - - - JOINT= ?ORCwS - - - - - - - - HAXIMUM - - - - T_SQx.083 H(:C{) \1(YY) 7(:C;) 7(YY) !(1^C) H(YY) 7()0{) 7(YY) P. T SR DEAD -.01 .00 .0 .0 -.00 .00 .0 .0 1.05 .00 SNOW -.09 .00 -.0 .0 .02 .00 .0 .0 9.73 .00 WIND .06 .00 .0 .0 -.03 .00 .0 .0 -6.49 .00 DL+L -.09 .00 -.0 .0 .02 .00 .0 .0 10.78 .00 .66 DL+W .05 .00 .0 .0 -.03 .00 .0 .0 -5.44 .00 .29 A9 A11A - - - - ion= FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - HAXIMOM - - - - T2SQX.083 M(XX) H(YY) V(XX) V(YY) H(XX) H(YY) 7(XX) V(YY) P T SR DEAD -.00 .00 .0 .0 .00 .00 .0 .0 1.28 .00 SNOW -.03 .00 .0 .0 .02 .00 .0 .0 12.04 .00 WIND .02 .00 .0 .0 -.03 .00 .0 .0 -8.00 .00 DL+L -.03 .00 .0 .0 .02 .00 .0 .0 13.32 .00 .73 DL+W .02 .00 .0 .0 -.03 .00 .0 .0 -5.73 .00 .31 A9A All - - - - JOINT]. FORCES - - - - - - - - JOINT2 FORCES - - - - - - _ - MAXIMUH - - - - T2SQX.083 H(XX) H(YY) V(MC) V(YY) M(XX) H(YY) V(XX) V(YY) P T SR DEAD -.01 .00 .0 .0 -.01 .00 .0 .0 1.58 .00 SNOW -.11 .00 -.1 .0 -.11 .00 .1 .0 14.31 .00 WIND .07 .00 .0 .0 .O5 .00 -.0 .0 -9.36 .00 DL+L -.12 .00 -.1 .0 -.12 .00 .1 .0 15.89 .00 .95 DL+W .06 .00 .0 .0 .04 .00 -.0 .0 -7.98 .00 .36 A5 A15 - - - - JOINT1 FORCES - - - - - - - - 17OINT2 ?OP=S - - - - - - - - X=:MLM - - - - T1x2x.095 H(XX) H(YY) 7(;CC) V(YY) H(:CC) M(YY) 7(;CC) 7(.!Y) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.21 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 -1.98 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 1.30 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -2.19 .00 .21 DL+W .00 .00 .0 .0 .00 .00 .0 .0 1.09 .00 .05 A6 Al 6 - - - - JOINT1 FORCES - - - - - - - - JOINT2 :10=3 - - - - - - - - MAX'-\UH - - - - Tlx2x.095 M(MC) M(YY) 7(XX) V(YY) H(XX) H(YY) 7(X:C) V(7Y) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .11 .00 SNOW .00 .00 .0 .0 .00 .00 .0 .0 .87 .00 WIND .00 .00 .0 .0 .00 .00 .0 .0 -.58 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 .98 .00 .06 DL+W .00 .00 .0 .0 .00 .00 .0 .0 -.48 .00 .04 B AKELY BUILDING C TAPERED TRUSS (J2750CTR.INP) ?0RC2S ON SPACE FRAME ? SUPPORTS REACTIONS 3 BX RY RZ MX MY HZ JOINT Al (KIPS) =2s) (KIPS) (FT-K) (FT--.C) (2'--{) DEAD .00 .00 1.00 .00 .00 .00 SNOW .00 .00 8.72 .00 .00 .00 WIND .00 7.15 -5.76 .00 .00 .00 DL+L .00 .00 9.72 .00 .00 .00 DL+W .00 7.15 -4.76 .00 .00 .00 REACTIONS 3 RX RY RE `9C MY MZ JOINT AID (KIPS) (RIPS) (KIPS) (F^---i) (FT-K) (ET-i) DEAD .00 .00 .99 .00 .00 .00 SNOW .00 .00 8.72 .00 .00 .00 WIND .00 -7.15 -5.76 .00 .00 .00 DL+L .00 .00 9.71 .00 .00 .00 DL+W .00 -7.15 -4.77 .00 .00 .00 al.-MLY BUILDING C TA.PERED -RUSS (J2750CTR.MP) JOINT DISPLACnMNTS JOINT CASE 'RANSIIAX=CN (INMES) NOTATION ABOUT AXES (RADIANS) Al 0(X) DM 0 M R(X) R(Y) R(M DEAD .00000 -.02023 .00000 -.00074 00000 00000 SNOW 00000 -.18599 .00000 -.00652 .00000 .00000 n. T WIND .00000 .IS841 .00000 .00515 .00000 .00000 DL+L .00000 -.20623 .00000 -.00726 .00000 .00000 DL+W .00000 .16817 .00000 .00442 .00000 .00000 A2 D(X) D(Y) D(Z) R(o R(3) R(Z) DEAD .00000 -.02022 -.04382 -.00073 .00000 .00000 SNOW .00000 -.18589 -.40304 -.00693 .00000 .00000 WIND .00000 .19001 .30517 .00523 .00000 .00000 DL+L .00000 -.20611 -.44686 -.00766 .00000 .00000 DL+W .00000 .15980 .26135 .00450 .00000 .00000 A3 DM D(T) D(:) RM. R(e) R(Z) DEAD .00000 -.01889 -.08365 -.00060 .00000 .00000 SNOW .00000 -.:7372 -.77053 -.00564 .00000 .00000 RIND .00000 .:5366 .57694 .00419 .00000 .00000 DL+L .00000 -.19262 -.95419 -.00624 .00000 .00000 DL+W .00000 .:4476 .49329 .00359 .00000 .00000 A4 D(X) D CT) D(Z) R(X) R(-=) R(.^.) DEAD .00000 -.31939 -.11384 -.00040 .00000 .00000 SNOW .00000 -.:5062 -1.04853 -.00372 .00000 .00000 WIND .00000 .14009 .77862 OC271 .00000 .30000 DL+L .00000 -.:670i -..i5237 -.O0411 .00000 .30000 DL+W .00000 .12370 .664 78 .00231 .00000 .00000 A5 D(IC) 3(I) 3(--) AM R(Y) R(Z) DEAD .00000 -.313:4 -.12925 -.000i4 .00000 .00000 SNOW .00000 -.12072 -1.:9C29 -.001-51 .00000 .00000 WIND .00000 .1:256 .3784 7 .00109 .00000 .00000 DL+L .00000 -.:3386 -1.31954 -.00165 .00000 .00000 DL+W .00000 .39952 .74921 .00095 .00000 .00000 A6 D(X) D Cr) D(Z) A(X) R(Y) R(Z) DEAD .00000 -.01288 -.13007 -.00008 .000OO .00000 SNOW .00000 -.11840 -1.:9759 -.00050 .00000 .00000 WIND .00000 .11-063 .38381 .00048 .30000 .00000 DL+L -00000 -.:31--9 -1.32775 -.00058 .00000 .00000 DL+W .00000 .39775 .75374 .00040 .00000 .3C000 A7 D(X) OM 3(Z) Am R(/) R(Z) DEAD .00000 -.00863 -.i:999 .30019 .00000 .30000 SNOW .00000 -.07929 -1.:3753 .00135 .30000 .30000 WIND .00000 .37712 .38229 -.30129 .00000 .00000 DL+L .00000 -.08791 -1.3i655 .00204 .30000 .00000 DL+W .00000 .06849 .75330 -.00109 .30000 .00000 A8 3(N) 3(") 3(Z) R(X) R(Y) R(Z) DEAD .00000 -.30423 -.:0786 .00062 .30000 .00000 SNOW 30000 -.03875 -.39296 .00583 .30000 J000O WIND .00000 .34208 .74439 -.00425 .00000 .00000 DL+L .00000 -.04298 -1.:0082 .00645 .00000 .00000 DL+W .00000 .03785 S3653 -.00363 .30000 .00000 A9 o(X) 3(=) 3(Z) R(X) R(:) R(Z) DEAD .00000 -.00101 -.06089 .00097 .00000 .00000 SNOW 00000 -.00912 -.=5986 .00889 .00000 .00000 WIND .00000 .01426 .+2940 -.00675 .00000 .00000 DL+L 30000 -.01013 -.62075 .00986 .00000 .00000 DL+W .00000 .01225 .26851 -.00578 .00000 .00000 A9A 3(X) 3(Y) 3(Z) R(X) R('_) A(Z) DEAD 30000 -.00007 -.J3217 .00108 -J0000 .00000 SNOW .00000 -.J0057 -.Z9468 .00990 .00000 .00000 WIND 30000 .00448 .-=794 -.00770 .00000 .30000 DL+L .30000 -.00063 -.32685 .01098 .30000 .30000 DL+W .00000 J0442 .19578 -.00662 .00000 .00000 A10 3(X) D(Y) 0(Z) .1(X) R(I) R(Z) DEAD .00000 00000 .30000 .00105 .00000 .00000 SNOW .00000 00000 00000 .00958 .00000 .00000 WIND .00000 00000 J0000 -.00779 .30000 .00000 DL+L .00000 .00000 .00000 .01062 .00000 .00000 DL+W 00000 .00000 .00000 -.00675 .00000 .00000 All 1)M O(Y) D(Z) R(X) R(Y) R(Z) DEAD 00000 -.01375 -.00028 .00108 .00000 .00000 SNOW 00000 -.12630 -.0025l .00990 .00000 .00000 wnm 00000 .10467 .00167 -.00796 .00000 .00000 DL+L 00000 -.14005 -.00279 .01098 .00000 .00000 DL+W 00000 .09092 .00139 -.00688 .00000 .00000 AIIA OM D(Y) D(Z) AM R(Y) R(Z) DEAD .00000 -.01566 -.03243 .00107 .00000 .00000 SNOW .00000 -.14388 -.29713 .00982 .00000 .00000 WIND .00000 .11905 .22957 -.00764 .00000 .00000 OL+L .00000 -.15955 -.32957 .01088 .00000 .00000 DL+W .00000 .10339 .19714 -.00657 .00000 .00000 Al2 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.01573 -.06i54 .00099 .00000 .00000 SNOW .00000 -.15376 -.5662: .00900 .00000 .00000 WIND .00000 .12779 .43360 -.00679 .00000 .00000 OL+L .00000 -.17049 -.52775 .00999 .00000 .00000 OL+W .00000 .11106 .37207 -.00580 .00000 .00000 A13 D(:{) O(Y) D(Z) R(:0 R(Y) R(Z) DEAD .00000 -.01683 -.10825 .00059 .00000 .00000 SNOW .00000 -.15477 -.99702 .00538 .00000 .00000 WIND .00000 .13087 .74703 -.00394 .00000 .00000 DL+L .00000 -.17159 -1.10523 .00597 .00000 .00000 DL+W .00000 .11404 .62882 -.00335 .00000 .00000 A14 OM D(Y) O(Z) R(:{) R(Y) R(Z) DEAD .00000 -.01459 -.12906 .00018 .00000 .00000 SNOW .00000 -.13417 -1.18859 .00152 .00000 .00000 WIND .00000 .11807 .88299 -.00104 .00000 .00000 DL+L .00000 -.14876 -1.31763 .00169 .00000 .00000 DL+W .00000 .10348 .75393 -.00087 .00000 .00000 A.15 OM D(Y) O(Z) RGO IM R(Z) DEAD .00000 -.01125 -.12993 -.00009 .00000 .00000 SNOW .00000 -.10354 -1.19654 -.00054 .00000 .00000 WIND 00000 .09742 .38207 .00049 .00000 .00000 OL+L .00000 -.11479 -1.3264-1 -.00063 .00000 .00000 OL+W .00000 .08616 .75315 .00041 .00000 .00000 A16 OM O(Y) 0(Z) RM 11M R(Z) DEAD .00000 -.01097 -.=961 -.00013 .00000 00000 SNOW 30000 -.10096 -1.19370 -.00140 .00000 00000 147240 .00000 .09568 .38074 .30102 .00000 30000 DL+L .00000 -.11193 -1.32331 -.00152 .00000 .30000 DL+FT 00000 .08470 .75112 .00090 .00000 00000 A17 OM D(Y) o(Z) R(X) R(Y) --Z(Z) DEAD .00000 -.00583 -.11503 -.00039 .00000 .00000 SNOW .00000 -.05374 -1.06006 -.00350 .00000 .00000 WIND .00000 .06398 .78624 .00255 .00000 .00000 OL+L .00000 -.05957 -1.17509 -_00389 .00000 .00000 DL+W .00000 .05815 .67122 .00215 .00000 .00000 A18 ](X) D(Y) ](Z) RM R(Y) R(Z) DEAD 30000 00017 -.08543 -.00061 .00000 00000 SNOW 30000 00149 -.78756 -.00553 .00000 00000 WIND .00000 .02602 .58813 .00411 .00000 .00000 OL+L .30000 .001fi6 -.37299 -.00614 .00000 00000 DL+W .00000 02619 Z0277 .00350 .00000 00000 A19 M(X) OM A(:{) R(Y) R(Z) DEAD 00000 .00596 -.04623 -.00076 .00000 00000 SNOW .00000 .05488 -.42608 -.00693 .00000 00000 WIND 30000 -.01166 .32039 .00522 00000 00000 DL+L 00000 .06094 -.47232 -.00768 00000 00000 i a.. ._-_"_ nn:_.�...�.. :ry.`.:;r--- .--.:--�•_.:•::-r- — ___ _ - - _- -•' - ----- - --."s�*.�++�..+.oc.•as�s:s.+=•-' -�.+-..r�s-.�x..::.s_:-.��. -_ DL+W .00000 -.00570 .27416 .00446 .00000 .00000 A20 D M D(Y) D(Z) RM R(Y) RM DP.AD .00000 .01105 -.00104 -.00077 .00000 .00000 SNOW .00000 .10174 -.00929 -.00672 .00000 .00000 WIND .00000 -.04585 .00613 .00527 .00000 .00000 DL+L .00000 .11279 -.01033 -.00749 .00000 .00000 DL+W .00000 -.03480 .00510 .00451 .00000 .00000 SND OF SYACS FRANZ ANALYSIS I I 7�. anr: SPACE - Space Frame and Truss Analysis version 3.52 - 05/21/88 - C4.0 Copyright (C) 1986, Strnctaral Analysis, Inc. Boca Raton FL 33432 (407) 392-6597 User #880208 BARTF.NSTEIN G ASSOC SARER,sF=D CA 93301 rNPUT DATA FILE: B:j2750MM.nM LJ,4 PROJ. DESCR.: TaLA=T 3UT. n;G 3 G C T9PERM TRUSS (Z-2750MM.INP) TTPE=2 CObMINSD STRESS ANALYS=S FOR S._.I C tom? MaC3 3AS :A---RAL RESTRA--VT (SIDESRAY -PREVENTED) EFFECTIVE LENGTS E-:ACTCRS ARE 0.65 FOR F-F If,-MBERS 0.80 FOR P-? ME21mums 1.00 FOR P-P ��*ffiSRS >2.`�S.EjZ T 1s3L3 MMMER: AREA DEPT3 WT3 I cm I(TT) Y 3 G QS FT J =XF. OF aT 2 4 4 PSI OR 4 7 IAN. NO.SECTION MAT- IV :x =i --I ri 3:SSI 3SI F9/FT/FC --n '/=I/100F PGl 1 T2SQx.12 S .90 2.00 2.00 .5 .5 1.00 29000. 11600. 1.00 30000. .3 .00063 490. 2 T2SQx.083 S .54 2.00 2.00 .4 .4 1.00 29000. 11600. 1.00 50000. .5 .00065 490. STRUCTURE SUPPORTS: JOINT: Al TYPE: TZ JOINT: A10 TYPE: T.. JOINT: AS TYPE: T= TT JOINT: A6 TYPE: TZ :'Y JOINT COORDINATES: NO. JOINT x(FT) Y(FT) Z(FT) 1 Al .000 .000 -1.000 2 A2 .000 4.480 -1.000 3 A3 .000 3.960 -1.000 4 A4 .000 13.440 -1.000 5 AS .000 17.585 -1.000 6 AG .000 17.915 -1.000 7 A7 .000 22.060 -1.000 e AB .000 26.540 -1.000 9 A9 .000 31.020 -1.000 10 A9A .000 33.=60 -1.000 it A10 .000 35.500 -1.000 12 A11 .000 35.500 .167 13 A11A .000 33.260 .353 14 Al2 .000 31.020 .540 15 u3 .000 26.540 .913 16 A14 .000 22.060 11.287 a r I 17 A15 .000 17.915 1.632 18 A16 .000 17.585 1.660 19 A17 .000 13.440 2.005 20 Ala .000 8.960 2.378 21 A19 .000 4.480 2.752 22 A20 .000 .000 3.125 olaa MOM HALF BAND WIDTH- 59 RBS= niG FROM DER: Al A20 BAND MA=C CONTAINS 1830. ELMffi9TS nr.Arn Y BUILDING 3 Z C TAPERED TRUSS (Z-2750E1M.nM) SPAC3 MAHE !MMERS JTl JT2 T-22 :(3T) 3Z/R(= X"/R(77) ZO "Max ^4AX Al A2 FF T2SQx.12 4.480 45.44 45.44 .00 27.07 22.60 A2 A3 FF T2SQx.12 4.480 45.44 45.44 .00 27.07 22.60 A3 A4 FF T2SQX.12 4.430 45.44 45.44 .00 27.37 22.50 A4 A5 FF T2SQx.12 4.145 42.04 42.04 .00 27.07 23.05 A6 A7 --F T2SQx.l2 4.145 42.04 42.04 .00 27.07 23.05 A7 AB FF T2SQx.l2 4.480 45.44 45.44 .00 27.07 22.50 AB A9 7? TZSQX.12 4.480 45.44 45.44 .00 2 .07 22.50 A9 A9A rF TZSQx.12 2.240 22.72 22.72 .00 27 37 25.27 ABA A10 ---T T2sQx.l2 2.240 22.72 22.72 .00 27.37 25.27 A20 A19 ---T T2SQx.12 4.496 45.50 45.50 .00 22.53 A19 A13 eF T2SQx.12 4.496 45.50 45.50 .70 27.07 22.33 Al A17 7F T2SQx.12 4.496 45.50 45.50 .30 27.07 22.58 A17 A16 TZSQx.12 4.153 42.19 42.19 .00 27.07 23.03 A15 A14 73' T2SQx.12 4.159 42.13 42.13 .30 27.07 23.03 A14 A13 &'F 72SQx.12 4.496 45.50 45.50 .00 27.07 22.58 A13 Al2 7' T2SQx.12 4.496 45.60 45.50 .00 27.07 22.58 Al2 A11A 77 72SQx.12 2.248 22.30 22.30 .00 27.07 25.25 A11A All 77 T2SQx.12 2.248 22.80 22.30 .00 27.37 25.26 Al A20 Z 7- T2SQX.12 4.125 41.34 41.34 .00 27.07 23.08 A2 A19 ='F T2SQx.083 3.752 37.36 37.36 .00 19.10 15.57 A3 A18 78 T2SQx.083 3.3-8 33.53 33.53 .00 13.10 16.39 A4 U 7 Zm--F TZSQx.083 3.305 29.92 29.32 .00 19.10 AS A16 :7 TZSQx.083 2.660 25.49 25.49 .00 13.13 _7.35 A6 A15 _c 72SQx.083 2.532 25.22. 25.21 .30 19.10 17.37 A7 Al FF T2SQX.083 2.297 22.77 22.77 .00 19.10 17.32 AB A13 -F T2SQx.083 1.313 19.05 19.05 .00 13.10 13.08 A9 Al2 T2SQx.083 -.540 15.33 15.33 .00 19.10 A9A A11A T2SQx.12 1.353 13.72 13.'2 .00 27.37 26.10 Al All 7- T2SQX.12 1.157 _1.34 __.34 .00 27.37 :5.25 A2 A20 TZSQx.083 6.090 d0.64 60.54 .30 13.10 14.39 A3 A19 3'F TZSQx.383 5.344 33.13 58.13 .00 19.10 14.dd A4 Al ^F T2SQX.083 5.dil 53.3-1 55.37 .00 19.13 14.30 AS A17 77' 72SQx.383 5.120 50.38 50.38 .30 13.10 _. .40 A6 A14 ?7 72SQx.083 4.734 47.14 47.14 .30 19.10 _3.78 A7 A13 � TZSQx.383 4.37: 48.50 48.50 .30 19.10 15.d5 AB Al2 'F T2SQx.383 4.737 47.17 47.17 .00 19.10 15.78 A9 A11A --F TZSQx.083 2.517 26.06 =5.06 .30 19-0 _7.38 A9A All LF T2SQx.383 2.525 25.15 25.15 .00 19.10 _7.d5 NO. OF JOINTS 22 NO. OF KDOURS 38 NO. OF UNXNOWNS d0 HALF BAND WIDTH 59 LOAD CASE: (DEAD) nESCRIPTION: DEAD LOAD JNL'l (2 -?SF) TOTAL STRUCTURAL --RAMI:7G WEIGHT = 19 'TONS JOIPTT TYPE ?CRC: Al2 C: -.20 A13 C.^. -.=0 A.14 Cz --_0 1 '. ., -'. .�._.. � - x.___ __ - - ti�� - _ -�•a....• �'T+T"- - - bra A15 CZ -.10 A16 CZ -.10 A17 CZ -.20 A113 CZ -.20 A19 Cw -.20 LOAD CASE: (SNOW) DESCRIPTION: SNOW LOAD ONLY (25 PSF) JOINT TYPE FOR= Al2 CZ -2.52 A13 CZ -2.52 A14 CZ -2.47 A15 CZ -1.21 A16 CZ -1.21 A17 CZ -2.47 A1S CZ -2.52 A19 CZ -2.52 v LOAD CASE: (WIND) DESCRIPTION: WIND LOAD ONLY (16.3 PSF UP 90 MPH) o!C 37 o3S JOINT TYPE 30R= all CZ 1.66 A13 CZ 1.66 A14 CZ 1.63 A15 CZ .90 A16 CZ .90 A17 CZ 1.63 A19 CZ 1.66 A19 CZ 1.66 Al CY 7.15 LOAD COMHINATICNS DL+L 1 1(DEAD)+1(SNCW) DL+W 1.33 1(DEAD)+1(W=) DL+1 1.33 1(DEAD)+1(SNOW)+.5(WIND) OL+2 1.33 1(DEAD)+1(WIND)+•5(SN0W) *END 3I.A.ICELY BUILDING 3 a C TAPERED TIOSS (J2750END.INP) MEMBER FORS (FT-K S SIPS) Al A2 - - - - YOI2IT7. FORS - - - - - - - - .OINT2 FORDS - - - - - - - - MAXIMUM - - - - T2SQx.12 M(XX) M(YY) 7(XX) 7(YY) M(XX) M(YY) V(XX) V(YY) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 .01 .00 SNOW .06 .00 .0 .0 .07 00 -.0 .0 .03 .00 WIND -.03 .00 -.0 .0 -.04 .00 .0 .0 -7.16 .00 OL+L 07 .00 .0 .0 .07 .00 -.0 .0 .04 .00 .06 OL+W --02 .00 .0 0 -.04 .00 .0 .0 -7.15 00 .25 OL+1 06 00 .0 .0 .05 .00 -.0 .0 -3.34 00 15 OL+2 02 .00 .0 0 -.01 .00 .0 .0 -7.14 00 .25 A2 A3 - - - - :01=1 _'ORC.''S - - - - - - - - JOINT-" FORCZS - - - - - - - - MAXIMUM - - - T2SQx.12 M(XX) m(YY) 7(XX) V(YY) M(XX) M(yY) 7(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 .00 00 .0 .0 .44 .00 SNOW .00 .00 .0 .0 .05 .00 -.0 .0 4.41 .00 WIND .01 .00 .0 .0 -.03 .00 .0 .0 -10.05 .00 OL+L .01 .00 .0 .0 .05 .00 .0 .0 4.35 .00 .22 i DL+W .02 .00 .0 .0 -.03 .00 .0 .0 -9.61 .00 .34 DL+1 .02 .00 .0 .0 _03 .00 .0 .0 -.17 .00 .02 DL+2 .02 .00 .0 .0 -.01 .00 .0 .0 -7.40 .00 .26 A3 A4 - - - - JOnm FORCES - - - - - - - - JOnrZ2 FORCES - - - - - - - - MAxncm - - - - T2SQx.12 M(= M(YT) V pCq V(YY) M(= M(YT) 7(= V(YY) P T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 .64 .00 SNOW -.03 .00 .0 .0 .02 .00 .0 .0 6.44 .00 wnm .04 .00 .0 .0 -.01 .00 .0 .0 -11.39 .00 DL+L -.03 .00 .0 .0 .02 .00 .0 .0 7.08 .00 .28 DL+W .04 .00 .0 .0 -.01 .00 .0 .0 -10.74 .00 .38 DL+1 -.01 .00 .0 .0 .01 .00 .0 .0 1.39 .00 .04 DL+2 .03 .00 .0 .0 -.00 .00 .0 .0 -7.52 .00 .26 A4 A5 - - - - JOINT- 9.OR-73 - - - - - - - - JOINT2 FCPX-73 - - - - - - - - MA;aXm - - - - T2SQX.12 M(XX) M(Y_) 7(WA) 7(YY) M(XX) M(TY) 7(XX) V(YY) 2 T SR DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 .52 .00 SNOW -.09 .00 -.0 .0 -.07 .00 .0 .0 5.20 .00 Wnm .08 .00 .0 .0 .05 .00 -.0 .0 -10.36 .00 DL+L -.09 .00 -.0 .0 -.08 .00 .0 .0 5.72 .00 .28 DL+W .08 .00 .0 .0 .04 .00 -.0 .0 -10.04 .00 .35 DL+1 -.05 .00 -.0 .0 -.05 .00 .0 .0 .44 .00 .04 0L+2 .03 .00 .0 .0 .01 .00 .0 .0 -7.44 .00 .25 A6 A7 - - - - JOINTI FORCES - - - - - - - - JOINT2 ?ORCF-S - - - - - - - - - - - T2SQx.12 M(XX) M(YY) 7(:Cc) 7(YY) mCCQ :i(YY) 7(;GY) V(Y--) 2 T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 .67 .00 SNOW .08 .00 .0 .0 .11 .00 -.0 .0 6.31 .00 WIND -.05 .00 -.0 .0 -.07 00 .0 .0 -4.50 .00 DL+L .09 .00 .1 .0 .11 .00 -.0 .0 7.48 -00 .36 DL+W -.04 .00 -.0 .0 -.07 .00 .0 .0 -3.83 .00 .16 DL+1 .06 .00 .0 .0 .08 .00 -.0 .0 5.23 .00 .19 DL+2 -.00 .00 .0 .0 -.01 .00 .0 .0 -.42 .00 .02 A7 A8 - - - - JOINTI --OR4.s - - - - - - - - 7OINT2 FORCES - - - - - - - - - - - T2SQX.12 M(XX) M(YY) 7(= 7(YY) H=0 M(YY) 7(%X) 7(TY) 2 7 SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 1.10 .00 SNOW .03 .00 .0 .0 .13 .00 -.0 .0 11.26 .00 WIND -.02 .00 -.0 .0 -.09 .00 .0 .0 -7.43 .00 DL+L .03 .00 .0 .0 .14 .00 -.0 .0 12.36 .00 .56 DL+W -.01 .00 -.0 .0 -.08 .00 .0 .0 -6.33 .00 .24 DL+1 .02 .00 .0 .0 .09 .00 -.0 .0 8.53 .00 .29 DL+2 .00 00 .0 .0 -_O1 .00 .0 .0 -.70 .00 .03 A8 A9 - - - - JOINT- =ORC..S - - - - - - - - ;OINT2 :OR=S - - - - - - - T2SQX.12 M(XX) M(YY) 7(XX) V(YY) ?S(:C{) _4(YY) 7("C() V(Y=) 2 _ SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 1.04 .00 SNOW -.05 .00 .0 .0 .07 .00 .0 .0 10.54 .00 WIND .03 .00 .0 .0 -.05 .00 .0 .0 -7.02 .00 DL+L -.05 .00 .0 .0 .08 00 .0 .0 11.59 .00 .49 DL+W .03 .00 .0 .0 -.05 .00 .0 .0 -5.38 .00 .22 DL+1 -.04 .00 .0 .0 .05 .00 .0 .0 8.17 .00 .26 DL+2 .01 .00 .0 .0 -.01 .00 .0 .0 -.66 .00 .03 A9 ASA - - - - JOINT- ?O "'S - - - - - - - - 70=2 rOR=S - - - - - - - - 4AX--.OJH - - - T2SQx.12 M(XX) M(Y:) V(XX) V(YY) M G= X(YY) V()CC) V(YY) 9 'T SR DEAD -.01 00 .0 .0 -.00 .00 .0 .0 .62 .00 SNOW -.13 00 -.1 .0 -.03 .00 .1 .0 6.18 .00 WIND .09 00 .0 .0 .02 .00 -.0 .0 -4.09 .30 0L+L -.14 .00 -.l .0 -.03 .00 .1 .0 5.80 .00 .36 DL+W .07 00 .0 .0 .01 .00 -.0 .0 -3.46 .00 .15 OL+l -.10 00 -.0 .0 -.02 .00 .1 .0 4.76 .00 ._9 DL+2 .01 00 .0 .0 .00 .00 .0 .0 -.37 .00 .02 A9A A10 - - - - :OINT1 ?ORCS - - - - - - - - JOI21T2 ?ORC-S - - - - - - - - 4AXIMUM - - - T2SQx.12 M(XX) 14(YY) 7(XX) 17("- 14GCO .1(YY) 1(XX) V(YY) 2 - SR OEAD -.02 .00 -.0 -0 -.02 00 .0 .0 03 00 SNOW -.17 .00 .0 -.17 00 .0 .32 00 WIND 11 .00 _ .0 .=1 00 -.1 .0 - 21 00 DL+L -.19 .30 .0 -._9 00 .0 35 .00 .16 DL+W .10 00 1 .0 .10 00 -.1 .0 -.la 00 .06 i DL+1 -.13 .00 -.1 .0 -.13 .00 .1 .0 .25 .00 .08 DL+2 .01 .00 .0 .0 .01 .00 .0 .0 -.02 .00 .01 A20 A19 - - - - ion= FORCES - - - - - - - - J0JSIT2 FORCES - - - - - - - - MAXZHUX - - - - T2SQX.12 H(XX) m(YY) V(XX) V(YY) M(XX) H(YY) V(MC) V(YY) B T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 -.44 .00 SNOW .07 .00 .0 .0 .08 .00 -.0 .0 -4.39 .00 WIND -.03 .00 -.0 .0 -.06 .00 .0 .0 2.89 .00 DL+L .08 .00 .0 .0 .08 .00 -.0 .0 -4.83 .00 .24 DL+W -.03 .00 -.0 .0 -.06 .00 .0 .0 2.46 .00 .10 DL+1 .06 .00 .0 .0 .05 .00 -.0 .0 -3.38 .00 .15 DL+2 .01 .00 .0 .0 -.02 .00 .0 .0 .26 .00 .02 A19 Alb - - - - joniT1 FORCES - - - - - - - _ JOINT2 FORCES - - - - - - - - MAX:Hum - - _ _ T2SQX.12 M(MC) M(YY) V(XX) 7(YY) M(XX) H(YY) V(XX) 7(YY) P T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 -.64 .00 SNOW .00 .00 .0 .0 .05 .00 -.0 .0 -6.45 .00 WIND .01 .00 .0 .0 -.04 .00 .0 .0 4.26 .00 DL+L .01 .00 .0 .0 .05 .00 .0 .0 -7.10 .00 .34 DL+W .01 .00 .0 .0 -.04 .00 .0 .0 3.62 .00 .12 DL+1 .01 .00 .0 .0 .03 .00 .0 .0 -4.97 .00 .17 DL+2 .02 .00 .0 .0 -.01 .00 .0 .0 .39 .00 .02 A18 A17 - - - - JOINTI FORCES - - - - - - - - JOL`IT2 FORC.ZS - - - - - - - - :4AXI?i[JM - - - - T2SQX.12 M(XX) H(YY) 7(XX) 7(YY) M(:Cc) x(YY) 7(XX) V(YY) 2 T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 -.52 .00 SNOW -.03 .00 .0 .0 .03 .00 .0 .0 -5.26 .00 WIND .03 .00 .0 .0 -.02 .00 .0 .0 3.47 .00 DL+L -.03 .00 .0 .0 .02 .00 .0 .0 -5.79 .00 .28 DL+W .03 .00 .0 .0 -.03 .00 .0 .0 2.95 .00 .10 DL+1 -.01 .00 .0 .0 .01 .00 .0 .0 -4.05 .00 .14 DL+2 .02 .00 .0 .0 -.01 .00 .0 .0 .32 .00 .02 A17 alb - - - - JOnMI FORCES - _ - _ - - - - JOINT2 FORCES _ - - - - _ _ - MAXI.tiSUM _ _ _ T2SQX.12 M(XX) M(YY) 7(IC{) V(YY) M(XX) 4(= 7(ILY) V(YY) P T SR DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 -.01 .00 SNOW -.07 _00 -.0 .0 -.07 .00 .0 .0 -.06 .00 WIND .07 .00 .0 .0 .05 .00 -.0 .0 .05 .00 DL+L -.08 .00 -.0 .0 -.08 .00 .0 .0 -.07 .00 .06 DL+W .06 .00 .0 .0 .04 .00 -.0 .0 .04 .00 .04 0L+1 -.04 .00 -.0 .0 -.05 .00 .0 .0 -.05 .00 .03 DL+2 .03 .00 .0 .0 .01 .00 .0 .0 .01 .00 .02 AIS A14 - - - - 1;01= FORCES - - - - - - - - JOINT^- :'OR ZS - - - - - - - - MAXIMUM _ - - _ TZSQX.12 M(.'CC) \1(= 7(= V(Y-) ld(XX) `1(YY) 7=0 V(YY) ? T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.01 .00 SNOW .08 .00 .0 .0 .10 .00 -.0 .0 -.06 .00 WIND -.05 .00 -.0 .0 -.06 .00 .0 .0 .04 .00 DL+L .09 .00 - .0 .10 .00 -.0 .0 -.07 .30 .08 OL+W -.04 .00 -.0 .0 -.06 .00 .0 .0 .03 .00 .03 OL+1 .07 .00 .0 .0 .07 .00 -.0 .0 -.05 .00 .04 DL+2 -.00 .00 .0 .0 -.01 .00 .0 .0 .00 .00 .01 A14 A13 - - - - JOINTI FORCES - - - - - - - - 1OINT2 FORCES - - - - - - - - aAXIMUM - - - - T2SQX.12 M(XX) M(YY) '7(XX) V(YY) M(XX) -4(YY) 7(XX) 7=-) 2 T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.68 .00 SNOW .01 .00 .0 .0 .10 .00 -.0 .0 -6.95 .00 WIND -.01 .00 -.0 .0 -.07 .00 .0 .0 4.59 .00 DL+L .02 .00 .0 .0 .11 .00 -.0 .0 -7.63 .00 .39 OL+W .00 .00 .0 .0 -.06 .00 .0 .0 3.91 .00 .14 DL+1 .01 .00 .0 .0 .08 .00 -.0 .0 -5.34 .00 .20 DL+2 .01 .00 .0 .0 -,01 .00 .3 .0 .43 .00 .02 al3 all - - - - .7onm ?ORC.ZS - - - - - - - - J0INT2 FORCES - - - - - - - - MAXII M - - - - T2SQX.12 Y(XX) `i(YY) 7(CS{) V(YY) M(MC) It(YY) J(IC{) 17(YY) 2 T SR DEAD -.00 .00 .0 .0 .00 .00 .0 .0 -1.11 .00 SNOW -_08 .00 .0 .0 .05 JO .0 .0 -11.36 .00 WIND .06 .00 .0 .0 -.03 .00 .0 .0 7.50 .00 DL+L -.09 .00 .0 .0 .05 .00 .0 .0 -12.47 .00 .62 DL+W .05 .00 .0 .0 -.03 .00 .0 .0 6.39 .00 .21 DL+1 -.06 .00 .0 .0 .04 .00 .0 .0 -8.•72 .00 .32 i DL+2 .01 .00 .0 .0 -.01 .00 .0 .0 .71 .00 .03 Al2 AIIA - - - - JO1NT1 -,Pcm S - - - - - - - - Jt7INT2 FCM= - - - - - - - - MAxn4uM - - - - T2SQX.12 H(XX) H(YY) 7= V(YY) H(= H(YY) V(= V(YY) P T SR DEAD -.01 .00 .0 .0 -.01 .00 .0 .0 -1.03 .00 SNOW -.18 .00 -.1 .0 -.07 .00 .1 .0 -10.57 .00 WIND .12 .00 .1 .0 .04 .00 -.1 .0 6.98 .00 DL+L -.13 .00 -.1 .0 -.07 .00 .1 .0 -11.60 .00 .57 DL+W .10 .00 .1 .0 .04 .00 -.1 .0 5.94 .00 .22 DL+1 -.13 .00 -.1 .0 -.05 .00 .1 .0 -8.12 .00 .30 DL+2 .02 .00 .0 .0 .00 .00 .0 .0 .66 .00 .03 AIIA All - - - - JOL`IT1 ?ORczs - - - - - - - - ;OnTT2 FORCZS - - - - - - - - '%9oc:x[. ]4 - - - - T2SQX.12 H(ACC) H(YY) 7(7L'C) 7(YY) H(MIX) :4(YY) 7(= V(TT) ? T 3R DEAD -.02 .00 -.0 .0 -.02 .00 .0 .0 -.59 .00 SNOW -.17 .00 -.1 .0 -.15 .00 .1 .0 -3.36 .00 WLW .11 .00 .1 .0 .10 .00 .0 3.37 .00 DL+L -.19 .00 -.2 .0 -.17 .00 .2 .0 -6.45 .00 .38 DLrw .10 .00 .1 .0 .08 .00 -.- .0 3.29 .00 .15 DL+1 -.13 .00 -.1 .0 -.12 .00 .0 -4.52 .00 .21 DL+2 .01 .00 .0 .0 .01 .00 .0 .0 .25 .00 .02 Al A20 - - - - Joni ?CRf=S - - - - - - - - ;Cnr."2 ?ORC:.S - - - - - - - - `_Gkx-%Icm - - - - T2SQX.12 H(XX) H(= 7(XX) 7= M(ACC) 14(7'=) 7(X:i) 7(= ? _ SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.29 .00 SNOW .06 .00 .0 .0 .07 .00 -.0 .3 -3.67 .00 WIND -.03 .00 -.0 .0 -.03 .00 .0 .0 2.42 .00 DL+L .07 .00 .0 .0 .08 .00 -.0 .3 -4.06 .00 .21 DL+W -.02 .00 .0 .0 -.01 .00 .0 .0 2.05 .00 .07 DL+1 .06 .00 .0 .0 .06 .00 -.3 .0 -2.35 .00 .13 DL+2 .02 .00 .0 .0 .02 .00 .0 .0 .21 .00 .02 A2 A19 - - - - JOLNTI FCP=S - - - - - - - - JOIN':2 =CR=S - - - - - - - - HAX-HUH - - - T2SQX.083 H(.ACC) H(YY) 7(= V(TT) H(}CC) x= 7(,= V=) 2 _ SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.38 .00 SNOW .07 .00 .0 .0 .07 .00 -.0 .0 -4.02 .00 RIND -.03 .00 -.0 .0 -.03 .00 .3 .0 2.i6 .00 DLTL .07 .00 .0 .0 .07 .30 -.0 .0 -4.39 .0c .31 DL+W -.03 .00 -.0 .0 -.02 .00 .0 .0 2.29 .00 .11 DL+1 .06 .00 .0 .0 .06 .00 -.3 .3 -3.07 .00 .18 DL+2 .01 .00 .0 .0 .01 .00 .0 .0 .29 .30 .02 A3 A18 - - - - ,70L`= ?CR ZS - - - - - - - - COMM2 ?CRL..''S - - - - - - - - MAY-MICH - - - - T2SQx.083 H(;IX) M MI) 7(-� 7(= H(XY) ?S(YY) 7(= 7(= ? " SR DEAD .00 .00 .0 .0 .00 .00 .3 .3 -.15 .30 SNOW .02 .00 .0 .0 .01 .00 .0 .3 -1.70 .00 WIND .00 .00 .0 .0 .0I .00 .0 .3 1.:3 .30 DL+L .02 .00 .0 .0 .01 .00 -.3 .0 -1.35 .30 .13 DL+W .01 .30 .0 .0 .01 .00 .0 .0 .39 .00 .05 OL+1 .02 .00 .0 .0 .02 .00 -.3 .3 -1.29 .30 .07 DL+2 .01 .00 .0 .0 .02 JO .0 .3 .1.4 .30 .02 A4 a17 - - - - JOINTI --CRC=S - - - - - - - - =2 FORCS - - - - - - - - MAX=dUM - - - - T2S(2x.083 H(XX) M(= 7(XX) 7(YY) ?1(XX) `S(TY) 7(:Q{) 7(`r-'r-) ? _ SR DEAD -.01 00 .0 .3 -.01 .00 .0 .0 -- .00 SNOW -.06 .00 -.0 .0 -.07 .00 .0 .0 .37 .00 WIND .06 .00 .0 0 .07 .00 -.0 .0 -.56 .00 DL+L -.06 .00 -.0 .0 -.07 .00 .0 .0 .98 .00 .12 DL+W .05 .00 .0 -0 .06 .00 -.0 .0 -.46 .00 .07 DL+1 -.03 00 -.0 .0 -.04 .00 .0 .0 .70 .00 .06 DL+2 .02 .00 .0 .0 .03 .30 -.3 .0 -.02 .00 -02 a5 U 6 - - - - JOINTI ?CRCs - - - - - - - - 20Ii`IT= ?ORCS - - - - - - - - `1AXI%UM - - - - T2SQx.083 M(X:C) 14(YY) 7(MC) 7(YY) .4(XX) `1(YY) 7(=. 7(YY) ? _ SR DEAD -.01 .00 .0 .0 -.01 .00 .0 .3 -.-1 .00 SNOW -.08 00 .0 -.07 .00 - .0 -_.=5 .30 NIND .06 00 .0 .0 .05 00 - 0 .0 .33 .00 DL+L -.09 .00 .0 -.08 00 .0 -1. 6 .00 .i7 DL+W .05 .30 .0 .0 .04 00 --3 .0 .73 .00 .07 DL+1 -.06 00 -.0 .0 -.05 00 0 .0 -.95 .00 .09 DL+2 .01 00 .0 0 .31 00 0 .0 .10 .00 .01 i A6 A15 - - - - 4,onm FOR=s - - - - - _ - - JO=2 FORCES - - - - - - - - mAxgfUH T2SQX.083 H(XX) H(YT) 7(XX) V(YY) H(XX) H(YY) 7(XX) V(YY) P T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.11 .00 SNOW .10 .00 .1 •0 .08 .00 -.1 .0 -1.25 .00 wnm -.06 .00 -.0 .0 -.05 .00 .0 .0 .82 .00 DL+L .11 .00 .l .0 .09 .00 -.l .0 -1.36 .00 .19 DL+W -.05 .00 -.0 .0 -.04 .00 .0 .0 .72 .00 .07 DL+1 .08 .00 .1 .0 .07 .00 -.l .0 -.95 .00 .10 DL+2 -.00 .00 .0 .0 -.00 .00 .0 .0 .09 .00 .01 A7 A14 - - - - JOINTI FORS - - - - - - - - JOINT-" FORLa3 - - - - - - - - MAX_'!UM - - - - T2SQx.083 H(XX) M(YT) V(=C) V(YY) M(= H(YY) V(XX) V(YT) P T SR DEAD .01 .00 .0 .0 Cl .00 -.0 .0 .20 .00 SNOW .13 .00 .1 .0 .14 .00 -.1 .0 1.85 .00 WSND -.09 .00 -.1 .0 -.09 .00 .1 .0 -1.22 .00 DL+L .15 .00 .1 .0 .13 .00 -.l .0 2.06 .00 .26 DL+W -.07 .00 -.1 .0 -.08 .00 .1 .0 -1.02 .00 .10 DL+1 .10 .00 .1 .0 .Il .00 -.1 .0 1.44 .00 .14 DL+2 -.01 .00 .0 .0 -.01 .00 .0 .0 -.10 .00 .01 A8 A13 - - - - JOliITI FORL.?S - - - - - - - - IOTNT2 FORCES _ _ - - - _ _ _ HAX__%Lm _ _ _ _ T2SQx.083 M(:CC) H(Y'!) 7(XX) V(YY) H(MC) H(YY) 7(XX) 7(YY) 2 T SR DEAD .01 .00 .0 .0 .01 .00 .0 .0 -.01 .00 SNOW .04 .00 l .0 .07 .00 -.1 .0 -.25 .00 WIND -.03 .00 -.0 .0 -.05 .00 .0 .0 .17 .00 DL+L .05 .00 .1 .0 .08 .00 -.1 .0 -.27 .00 .10 DL+W -.02 .00 -.0 .0 -.04 .00 .0 .0 .l7 .00 .04 DL+1 .04 .00 .0 .0 .06 '00 -.0 .0 -.18 .00 .05 DL+2 -.00 .00 .0 .0 -.01 .00 .0 .0 .04 .00 .01 A9 Al2 - - - - JOL*7T1 FORCES - - - - - - - - JOINT2 FORS - - - - - - - - HXMILu - - - - T2SQx.083 H(XX) H(YY) V(XX) V(YY) M(XX) M(YY) 7(XX) V(YY) 2 T SR DEAD -.01 .00 -.0 -0 -.01 .00 .0 .0 -.24 .00 SNOW -.10 .00 -.1 .0 -.08 .00 .1 .0 -2.71 .00 WIND .07 .00 .1 .0 .05 .00 -.1 .0 1.79 .00 DL-PL -.11 .00 -.1 .0 -.09 .00 .1 .0 -2.95 .00 .27 DL+W -05 .00 .1 .0 .04 .00 -.1 .0 1.55 .00 :0 DLtl -.08 .00 -.1 .0 -.06 .00 .1 .0 -2.06 .00 .14 DL+2 .00 .00 .0 0 .00 .00 .0 .0 .20 .00 .01 A9A AIIA - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - HA}C.'iG21 - - - - T2SQx.12 M(= M(YY) 7(XX) 7(YY) HCa) H(YY) 7(MC) 7(TT) 2 _ SR DEAD -.02 .00 -.0 .0 -.02 .00 .0 .0 -.29 .00 SNOW -.25 .00 -.4 .0 -.23 .00 .4 .0 -3.00 .00 WIND .17 .00 .2 .0 .15 .00 -.2 0 1.98 .00 DL+L -.27 .00 -.4 .0 -.25 .00 .4 .0 -3.29 .00 .33 DL+W .14 .00 .2 .0 .13 .00 -.2 .0 1.69 .00 =3 ❑L+l -.19 .00 -.3 .0 - 19 00 .3 .0 -2.30 .00 DL+2 .02 .00 .0 .0 .02 .00 -.0 .0 .19 00 01 AID All - - - - JOINT! --ORL..'ES - - - - - - - - ;on4T2 30RCES - - - - - - - - `_fAX=`SUM - - - - T-"SQx.12 H(:GY) M(YY) 7(=) 7(YY) H(XX) H(YY) V(XX) 7(YY) 2 T SR DEAD -.02 .00 -.0 .0 -.02 .00 .0 .0 -.37 .00 SNOW -.17 .00 -.3 .0 _.20 .00 .3 .0 -3.54 .00 WIND .11 .00 .2 .0 .13 .00 -.2 .0 2.34 .00 DL+L -.19 .00 -.4 .0 -.22 .00 .4 .0 -3.31 .00 .31 DL+W .10 .00 .2 .0 .11 .00 -.2 .0 1.98 00 12 DL+1 -.13 .00 -.2 .0 -.15 .00 .2 .0 -2.74 .00 .17 DL+2 .01 .00 .0 .0 .01 .00 -.0 .0 .21 .00 .01 a2 -'20 - - - - ;OINT! TORS_'ES - - - - - - - - JOINT-" 30R=s - - - - - - - - lfAXiMm - - - - T2SQX.083 \1000 H(YY) 7(XX) V(YY) H(XX) H(YY) V(XX) V(YY) 2 _ SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 .59 .00 SNOW .00 .00 .0 .0 .00 .30 .0 .0 5.91 .00 :FIND .00 .00 .0 .0 -.01 .00 .0 .3 -3.91 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 6.30 .00 .24 DL+W .01 .00 .0 .0 -.01 .00 .0 .0 -3.32 .00 :8 DL+1 .00 .00 .0 .0 -.00 .00 .0 .0 4.35 DL+2 .01 .00 .0 .0 -.01 .00 .0 .0 -.37 .00 03 i A3 A19 - - - - JOINTI FOR=s - - - - - - - - JOINT2 FORC:.'rS - - - - - - - - MAXIMUM - - - T2SQX.083 H(= H(YY) V(XX) V(YY) H(XX) H(YY) 7(XX) V(YY) P T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 .26 .00 SNOW -.O1 .00 .0 .0 .02 .00 .0 .0 2.63 .00 WIND .00 .00 .0 .0 -.02 .00 .0 .0 -1.75 .00 OL+L -.00 .00 .0 .0 .02 .00 .0 .0 2.90 .00 .17 DL+W .01 .00 .0 .0 -.02 .00 .0 .0 -1.49 .00 .09 DL+1 .00 .00 .0 .0 .01 .00 .0 .0 2.02 .00 .08 DL+2 .01 .00 .0 .0 -.01 .00 .0 .0 -.18 .00 .02 A4 Al8 - - - - JOINTS FOR=S - - - - - - - - JOINT2 FORS - - - - - - - - MAXIMUM - - - - T2SQX.083 M VC0 H(YY) V(XX) 7(YY) H(XX) H(YY) 7(=) 7(=) P T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 -.15 .00 SNOW -.01 .00 .0 .0 .01 .00 .0 .0 -1.50 .00 WIND .01 .00 .0 .0 -.02 .00 .0 .0 .98 .00 OL+L -.Ol .00 .0 .0 .01 .00 .0 .0 -1.65 .00 .12 DL+W .01 .00 .0 .0 -.02 .00 .0 .0 .83 .00 .05 OL+1 -.01 .00 .0 .0 .00 .00 .0 .0 -1.16 .00 .06 OL+2 .01 .00 .0 .0 -.01 .00 .0 .0 .08 .00 .01 A5 A17 - - - - JOINTI FORC35 - - - - - - - - MIN= FORC3S - - - - - - - - MAXI:SUH - - - - T2SQx.083 H(XX) H(YY) 7(XX) V(YY) H(XX) H(YY) 7(:CC) 7(YY) 2 T SR DEAD .00 .00 .0 .0 -.00 .00 .0 .0 -.63 .00 SNOW .01 .00 .0 .0 .02 .00 .0 .0 -6.36 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 4.17 .00 DL+L .01 .00 .0 .0 .02 .00 .0 .0 -5.99 .00 .46 DL+W -.01 .00 .0 .0 -.02 .00 .0 .0 3.54 .00 .16 OL+1 .01 .00 .0 .0 .01 .00 .0 .0 -4.91 .00 .24 DL+2 .00 .00 .0 .0 -.02 .00 .0 .0 .36 .00 .03 A6 Al - - - - 70I4T1 FORC3S - - - - - - - - .7OINT2 FORCZS - - - - - - - - MAXIMUM - - - - T2SQX.083 M(XX) H(YY) 7(:Cc) 7(YY) H(MC) H(YY) V(XX) V(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.75 .00 SNOW .02 .00 .0 .0 .03 .00 -.0 .0 -7.71 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 5.09 .00 OL+L 02 .00 .0 .0 .03 .00 .0 .0 -8.46 .00 .55 DL+W -.01 .00 .0 .0 -.02 .00 .0 .0 4.34 .00 .19 DL+1 .02 .00 .0 .0 .02 .00 .0 .0 -5.92 .00 .29 OL+2 .00 .00 .0 .0 -.01 .00 .0 .0 .48 .00 .02 A7 A 3.3 - - - - JOINTI --ORC3S - - - - - - - - JOINT2 F oRL. s - - _ - - - _ - MA:CI:SUH - - - - T2SQx.083 H(XX) H(`:Y) 7(XX) 7(77) M(%X) M(YY) V(XX) 7(YY) 2 T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.46 .00 SNOW -.00 .00 .0 .0 .06 .00 -.0 .0 -4.72 .00 WIND .00 .00 .0 .0 -.04 .00 .0 .0 3.21 .00 DL+L .00 .00 .0 .0 .06 .00 .0 .0 -5.28 .00 .37 OL+W .01 .00 .0 .0 -.03 .00 .0 .0 2.65 .00 .13 DL+1 .00 .00 .0 .0 .04 .00 .0 .0 -3.62 .00 .29 OL+2 .00 .00 .0 .0 -.01 .00 .0 .0 .30 .00 .02 AB Alt - - - - JOINTI 3OR=S - - - - - - - - JOINT FOPZ=S - - - - - - - - HAXIMUH - - - T2SQx.083 H(:CC) H(YY) 7('AC) 7(YY) 4(%IQ H(YY) 7(:CC) V(YY) ? T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .07 .00 SNOW -.04 .00 .0 .0 .05 00 .0 .0 .72 .00 WIND .02 .00 .0 .0 -.03 00 .0 .0 -.47 .00 OL+L -.04 .00 .0 .0 .05 .00 .0 .0 .79 .00 .09 DL+W .02 .00 .0 .0 -.03 .00 .0 .0 -.41 .00 .04 3L+1 -.02 .00 .0 .0 .03 .00 .0 .0 .35 .00 05 OL+2 .01 .00 .0 .0 -.01 .00 .0 .0 -.05 .00 01 A,9 -XIIA - - - - JOINT- FORC3S - - - - - - - - JOINT =op=s - - - - - - - - MAXIMUM - - - - T-ISQx.083 H(%X) 14(YY) 7(%X) V(YY) H(:CC) 14(YY) 7(XX) '7(YY) P - SR DEAD -.00 .00 .0 .0 .00 .00 .0 .0 .48 .00 SNOW -.05 .00 -.0 .0 .01 00 .0 .0 5-08 .00 9I1D .03 .00 .0 .0 -.01 00 .0 .0 -3.25 .00 DL+L -.05 .00 -.0 .0 .01 00 0 .0 3.36 .00 .34 DL+W .03 .00 .0 .0 -.01 00 .0 .0 -2.38 .00 .14 DL+1 -.03 .00 .0 .0 .01 00 .0 .0 3.38 .00 .18 DL+2 .00 .00 .0 .0 -.00 00 .0 .0 -.34 .00 .02 A.9A .all - - - - JOINT- FORCrS - - - - - - - - JOTNT2 90R=S - - - - - - - - MAXIMUM - - - - i �, i T2SQX_083 H(XX) H(YY) 7(XX) 0(YY) H(XX) H(YY) V(XX) Q(YY) P T SR DEAD -.00 .00 .0 .0 -.01 .00 .0 .0 .63 .00 SNOW -.05 .00 -.0 .0 -.05 .00 .0 .0 6.23 .00 RIND .04 .00 .0 .0 .03 .00 -.0 .0 -4.11 .00 DL+L -.06 .00 -.0 .0 -.05 .00 .0 .0 6.86 .00 .42 DL+W .03 .00 .0 .0 .03 .00 -.0 .0 -3.49 .00 .17 DL+7. -.04 .00 -.0 .0 -.04 .00 .0 .0 4.80 .00 .22 DL+2 .00 .00 .0 .0 .00 .00 .0 .0 -.37 .00 .02 BLAMLY BUILDING B 6 C TAPERED TRUSS (J2750END.INP) FORCES ON SPACE FRAME 3 SUPPORTS REACTIONS @ RX RY RZ HX HY HZ JOINT Al (=PS) (KIPS) (KIPS) (FT-K) (FT-K) (ET-K) DEAD .00 .00 .40 .00 .00 .00 SNOW .00 .00 3.70 .00 .00 .00 WIND .00 7.15 -2.44 .00 .00 .00 DL+L .00 .00 4.10 .00 .00 .00 DL+W .00 7.15 -2.04 .00 .00 .00 DL+1 .00 3.57 2.38 .00 .00 .00 DL+2 .00 7.15 -.19 .00 .00 .00 REACTIONS @ RX RX RZ HX MY HZ JOINT AS (KIPS) (KIPS) (KIPS) (FT--K) (FT-K) (FT-K) DEAD .00 .00 .50 .00 .00 .00 SNOW .00 .00 5.03 .00 .00 .00 WIND .00 -7.15 -3.32 .00 .00 .00 DL+L .00 .00 5.52 .00 .00 .00 DL+W .00 -7.15 -2.82 .00 .00 .00 DL+l .00 -3.57 3.37 .00 .00 .00 DL+2 .00 -7.15 -.31 .00 .00 .00 REACTIONS @ RX RY RZ HX my HZ JOINT A6 (KIPS) (KIPS) (KIPS) (FT-M (FT-K) (FT-K) DEAD 00 .00 .49 .00 .00 .00 SNOW 00 .00 5.03 .00 .00 .00 WIND 00 .00 -3.32 .00 .00 .00 DL+L .00 .00 5.52 .00 .00 .00 DL+W 00 .00 -2.83 .00 .00 .00 DL+1 .00 .00 3.86 .00 .00 .00 DL+2 .00 .00 -.31 .00 .00 .00 REACTIONS 3 RX RY RZ MX MY :4Z JOINT AlO (K22S) =2s) (KIPS) (F"-{) (F----K) (FT-K) DEAD .00 .00 .38 .00 .00 .00 SNOW .00 .00 3.70 .00 .00 .00 WIND 00 .00 -2.44 .00 .00 .00 DL+L .00 .00 4.08 .00 .00 .00 DL+W .00 .00 -2.06 .00 .00 .00 DL+l 00 .00 2.86 .00 .00 .00 DL+2 .00 .00 -.21 .00 .00 .00 SLAKELY BUILDING B & C 'TAPERED TRUSS (J2750END.ZIP) .:DINT DISPLAC:- S JOINT ^-'L.SE '^RANSLaTION (IN=S) ROTATICN ABOUT -ZOMS (RADIANS) Al D(X) DM D(Z) AM R(Y) R(Z) DEAD .00000 -.00322 .00000 -.00013 .00000 .00000 SNOW .00000 -.03224 00000 -.00109 .00000 .00000 WIND .00000 .07881 00000 .00144 .00000 .00000 OL+L 00000 -.03546 .00000 -.00122 .00000 .00000 DL+W .00000 .07559 00000 .00131 .00000 .00000 i i� i DL+1 .00000 .00394 .00000 -.00050 .00000 .00000 DL+2 .00000 .05947 .00000 .00076 .00000 '00000 A2 D(X) D(Y) D(Z) R(X) R(Y) AM DEAD .00000 -.00321 -.00804 -.00008 .00000 .00000 SNOW .00000 -.03218 -.08015 -.00101 .00000 .00000 WIND .00000 .06410 .08020 .00107 .00000 .00000 DL+L .00000 -.03539 -.08820 -.00109 .00000 .00000 DL+W .00000 .06090 .07216 .00099 .00000 .00000 DL+l .00000 -.00334 -.04809 -.00056 .00000 .00000 DL+2 .00000 .04481 .03208 .00048 .00000 .00000 A3 D(X) D(Y) D(Z) AM R(Y) R(Z) DEAD .00000 -.00230 -.01178 .00001 .00000 .00000 SNOW .00000 -.02312 -.1181 7 -.00005 .00000 .00000 j WIND .00000 .04346 .11511 .00010 .00000 .00000 I DL+L .00000 -.02542 -.12995 -.00004 .00000 .00000 DL+W .00000 .04116 .10333 .00011 .00000 .00000 DL+1 .00000 -.00369 -.07240 .00001 .00000 .00000 DL+2 .00000 .02960 .04424 .00009 .00000 .00000 A4 D(X) D(Y) D(Z) R(x) R(Y) R(�) DEAD .00000 -.00098 -.00876 .00012 .00000 .00000 ; SNOW .00000 -.00989 -.08807 .00106 .00000 .00000 i WIND .00000 .02008 .08562 -.00100 .00000 .00000 DL+L .00000 -.01087 -.096a3 .00118 .00000 .00000 DL+W .00000 .01909 .07687 -.00088 .00000 .00000 DL+1 .00000 -.00083 -.05402 .00067 .00000 .00000 DL+2 .00000 .01413 .03283 -.00036 .00000 .00000 AS D(X) D(Y) D(Z) R(:C) R(Y) R(Z) , DEAD .00000 .00000 .00000 .00017 .00000 .00000 Z SNOW .00000 .00000 .00000 .00145 .00000 .00000 WIND .00000 .00000 .00000 -.00157 .00000 .00000 DL+L .00000 .00000 .00000 .00162 .00000 .00000 DL+W .00000 .00000 .00000 -.00140 .00000 .00000 DL+1 .00000 .00000 .00000 .00083 .00000 .00000 DL+2 .00000 .00000 .00000 -.00068 .00000 .00000 A6 D(X) D(Y) D(Z) R(N) R(Y) R(Z) DEAD .00000 .00000 .00000 -.00031 00000 .00000 SNOW .00000 .00000 .00000 -.00296 .00000 .00000 WIND .00000 .00000 .00000 .00195 .00000 .00000 + DL+L .00000 .00000 .00000 -.00327 00000 .00000 DL+W .00000 .00000 .00000 .00164 .00000 .00000 i DL+1 .00000 .00000 .00000 -.00229 .00000 .00000 ; DL+2 .00000 .00000 .00000 .00015 .00000 .00000 1 A7 D(X) D(Y) o(z) AM AM R(2) DEAD .00000 .00127 -.01586 -.00024 .00000 .00000 SNOW 00000 .01294 -.15i98 -.00234 00000 .00000 ?7n1D .00000 -.00854 .10684 .00155 -00000 00000 j DL+L 00000 .01421 -.17773 -.00258 .00000 00000 1 DL+W 00000 -.00728 .09098 .00121 .00000 .00000 DL+1 .00000 .00994 -.12431 -.00181 00000 .00000 DL+2 00000 -.00080 .01005 .00014 .00000 00000 AB D(X) D(Y) DM R(X) R(Y) R(Z) DEAD .00000 .00353 -.02530 -.00003 -00000 -00000 SNOW .00000 .03608 -.:5830 -.00014 00000 00000 WIND .00000 -.02381 .17048 .00010 00000 .00000 DL+L 00000 .03961 -._8360 -.00017 00000 00000 DL+W 00000 -.02028 .14513 .00007 00000 00000 DL+1 00000 .02770 -.19836 -.00012 .00000 .00000 DL+2 00000 -.00224 .01502 -.00000 00000 00000 A9 '(X) 0(Y) D(L) R(X) R(Y) R(2) DEAD 00000 .00567 -.01961 .00025 00000 00000 SNOW 00000 .05794 -./9967 .00249 00000 00000 :FIND 00000 -.03824 :31-a -.00164 .00000 00000 DL+L 00000 .06361 -.=1928 .00273 .00000 00000 �1 I I I DL+W 00000 -.03257 .11217 -.00140 .00000 .00000 DL+1 .00000 .04449 -.15339 .00191 .00000 .00000 DL+2 .00000 -.00360 .01233 -.00015 .00000 .00000 A9A D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .00631 -.01101 .00035 .00000 .00000 3NOW .00000 .06429 -.11119 .00356 .00000 .00000 WIND .00000 -.04243 .07338 -.00235 .00000 .00000 DL+L .00000 .07060 -.12219 .00391 .00000 .00000 DL+W .00000 -.03612 .06237 -.00200 .00000 .00000 DL+1 .00000 .04938 -.08550 .00273 .00000 .00000 DL+2 .00000 -.00398 .00678 -.00022 .00000 .00000 A10 D(X) D(Y) D(Z) RC{) R(Y) R(Z) DEAD .00000 .00634 .00000 .00035 .00000 .00000 SNOW .00000 .06462 .00000 .00353 .00000 .00000 WIND .00000 -.04265 .00000 -.00233 .00000 .00000 DL+L .00000 .07096 .00000 .00388 .00000 .00000 DL+W 00000 -.03630 .00000 -.00198 .00000 .00000 DL+1 .00000 .04964 .00000 .00271 .00000 .00000 DL+2 .00000 -.00399 .00000 -.00021 .00000 .00000 All o(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .00183 -.00013 .00037 .00000 .00000 SNOW .00000 .01889 -.00190 .00367 .00000 .00000 WIND .00000 -.01247 .00125 -.00242 .00000 .00000 DL+L .00000 .02073 -.00209 .00404 .00000 .00000 DL+W 00000 -.01064 .00106 -.00206 .00000 .00000 DL+1 .00000 .01449 -.00147 .00283 .00000 .00000 DL+2 .00000 -.00119 .00011 -.00022 .00000 .00000 A11A D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .00153 -.01119 .00034 .00000 .00000 SNOW .00000 .01572 -.=305 .00343 .00000 .00000 WIND .00000 -.01038 .07461 -.00227 .00000 .00000 DL+L .00000 .01725 -.12423 .00377 .00000 .00000 DL+W .00000 -.00885 .06342 -.00193 .00000 .00000 DL+1 .00000 .01206 -.08693 .00264 .00000 .00000 DL+2 .00000 -.00099 .00630 -.00021 .00000 .00000 Al2 D GO D(Y) D(Z) A(X) R(Y) R(Z) DEAD .00000 .00188 -.01985 .00024 .00000 .00000 SNOW .00000 .01920 -.20239 .00220 .00000 .00000 WIND .00000 -.01267 .13357 -.00152 .00000 00000 DL+L .00000 .02107 -.22224 .00253 .00000 .00000 DL+W .00000 -.01079 11372 -.00129 .00000 00000 DL+1 .00000 .01474 -.'-5545 .00177 .00000 .00000 DL+2 .00000 -.00120 .01253 -.00013 .00000 00000 A13 ](X) D(Y) D(Z) RGO R(Y) R(Z) DEAD J0000 .00372 -.J2530 -.00004 .00000 00000 SNOW .30000 .03802 -.25863 -.00051 .00000 00000 WIND 30000 -.02509 .17069 .00033 .00000 .00000 DL+L 00000 .04174 -.28393 -.00055 .00000 .00000 DL+W 00000 -.02137 .14539 .00029 .00000 .00000 DL+1 .00000 .02919 -.19858 -.00038 .00000 .00000 DL+2 -00000 -.00236 .01608 .00004 A0000 00000 A14 3(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD J0000 .00594 -.01556 -.00023 .00000 30000 SNOW 00000 .06071 -.15912 -.00245 .00000 00000 WIND 00000 - 04007 .10502 .00162 .00000 .00000 DL+L 00000 06665 -.17468 -.00268 .00000 00000 DL+W J0000 - 03413 .38947 .00129 .00000 00000 DL+1 00000 .04661 -._2217 -.00187 .00000 00000 DL+2 30000 - 00377 .00991 .00016 .00000 00000 Al5 D(X) 0(Y) ](Z) R(X) R(Y) R(Z) DEAD J0000 .00724 -.000i9 -.00028 .00000 .00000 SNOW J0000 .07390 -.0O214 -.00272 .00000 00000 WIND J0000 -.04877 .001+1 .00179 .00000 00000 I I DL+L .00000 .08113 -.00232 -.00300 .00000 .00000 DL+W .00000 -.04153 .00122 .00151 .00000 .00000 DL+l .00000 .05675 -.00162 -.00210 .00000 .00000 DL+2 .00000 -.00459 .00015 .00015 .00000 .00000 A16 DM D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00293 -.00019 .00014 .00000 .00000 SNOW .00000 -.02958 -.00216 .00126 .00000 .00000 WIND .00000 .03730 .00144 -.00142 .00000 .00000 DL+L .00000 -.03251 -.00235 .00140 .00000 .00000 DL+W .00000 .03438 .00125 -.00128 .00000 .00000 DL+1 .00000 -.01386 -.00163 .00069 .00000 .00000 i DL+2 .00000 .01959 .00017 -.00065 .00000 .00000 A17 D(X) D(Y) 3(Z) R(X) R(y) R(Z) DEAD .00000 -.00361 -.00854 .00011 .00000 .00000 SNOW .00000 -.03648 -.08637 .00120 .00000 .00000 WIND .00000 .04413 .08452 -.00114 .00000 .00000 DL+L .00000 -.04008 -.09492 .00121 .00000 .00000 DL+W cocoa .04053 .07598 -.00104 .00000 .00000 DL+1 .00000 -.01802 -.05266 .00074 .00000 .00000 DL+2 .00000 .02229 .03279 -.00044 .00000 .00000 Alb D(X) DM o(Z) R(X) RM R(Z) DEAD .00000 -.00282 -.01209 -.00000 .00000 .00000 SNOW .00000 -.02855 -.12192 .00009 .00000 .00000 WIND .00000 .03971 .11759 -.00002 .00000 .00000 DL+L .00000 -.03137 -.13401 .00008 .00000 .00000 DL+W .00000 .036a9 .10550 -.00002 .00000 .00000 DL+1 cocoa -.01152 -.07521 .00008 .00000 .00000 DL+2 .00000 .02261 .04454 .00003 .00000 .00cc0 A19 DM D(1) O(Z) R(X) R(Y) R(Z) DEAD .00000 -.00123 -.00896 -.00010 .00000 .00000 SNOW .00000 -.01254 -.08995 -.00093 .00000 .00000 WIND .00000 .02832 .0866a .00099 .00000 .00000 DL+L .00000 -.01376 -.09891 -.00103 .00000 .00000 DL+W .00000 .02709 .07772 .00089 00000 .00000 DL+1 .00000 .00040 -.05557 -.00053 .00000 .00000 DL+2 .00000 .02082 .03275 .00042 .00000 .00000 A20 DM o(Y) 0(Z) aGO RM R(Z) DEAD .00000 .00037 -.00072 -.00015 .00000 .00000 SNOW cocoa .00345 -.00694 -.00116 .00000 .00000 WIND .00000 .01550 .00459 .00145 .00000 00000 DL+L .00000 .00382 -.00766 -.00131 .00000 .00000 DL+W .00000 01586 .00386 .00130 .00000 .00000 DL+1 .00000 .01157 -.00537 -.00059 .00000 .00000 DL+2 _00000 .01759 .00039 .00072 .00000 00000 MM OF SPA= MAME ANALYSIS a+ DArE: BARTENSTEIN & ASSOCIATES, INC. SHE-: 8Y. 94-36 COLOM80 STREET BA.KERSF'EL 0, CA 933C8 roe No.: (805) 399-3313 FAX: (805) 399-5895 Z7SO 37,Q- - _._. _ •r Via-�K 5 1 1 ' .CD T.C.C L�f: S aJ�1N1 �L-:AJ' t � --z r ' 7 . — , i C 2! ;Z Z 7 i °ArE: .r BARTENSTEIN & ASSOCIATES, INC. SHE": ,�( a . 9436 CCL0M60 STPEE7 3AKEPSP ELD, CA 933C8 JC6 No.: (805) 399-3313 FAX: (805) 399-5895 Z 7��- I - 2-4 7 _ E I ._._....._._._......... ___-.. ZW— �!JGCt(••��s , - i , / i X i i (�'G SA=: SPACE - Space Frame and Truss Analysis version 3.52 - 05/21/88 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Boca Raton FL 33432 (407) 392-6597 User #880208 BARTENSTEIN G ASSOC BAIERSFIELD CA 93301 INPUT DATA FILE: B:J2750C.INP PROD. DESCR.: BLAIMZY BUILDING C FRONT TRUSS (J2750C.INP) TYPE=2 COIMINED STRESS ANALYSIS FOR STRUCTURE WHIC3 HAS LATERAL RESTRAINT (SIDESWAY PREVEN' ED) EFFECTIVE LENGTH K-FAC-"ORS ARE 0.65 FOR F-F MEMBERS 0.80 FOR P-F baaaw Q 1.00 FOR P-P MEMBERS MEMBER TABLE bamBER: AREA DEPTH WIDTH I(XX) I=-) Y(}C{) 3 G QS FY J COW. OF WT 2 4 4 PSI OR 4 =PAN. NO.SECTION MATL IN, IN IN IN IN KSI KSI FS/FT/FC IN "1IN110OF PCF 1 T2SQx.25 S 1.59 2.00 2.00 .8 .8 1.00 29000. 11600. 1.00 50000. 1.4 .00065 490. 2 T2S(2X.083 S .64 2.00 2.00 .4 .4 1.00 29000. 11600. 1.00 50000. .6 .00065 490. 3 T2SQx.065 S .30 2.00 2.00 .3 .3 1.00 29000. 11600. 1.00 50000- .5 00065 490. STRUCTURE SUPPORTS: JOINT: L6 TYPE: SP JOINT: R6 TYPE: TZ JOINT COORDINATES: NO. JOINT X(ET) Y(E^_') Z(FT) 1 CU .000 .000 4.125 2 L1 .000 -4.550 4.125 3 Rl .000 4.350 4.125 4 L2 .000 -9.100 4.125 5 R2 .000 9.100 4.125 6 L3 .000 -13.650 4.125 7 R3 .000 13.650 4.125 e L4 .000 -18.200 4.125 9 R4 .000 18.200 4.125 10 L5 .000 -22.500 4.125 11 RS .000 22.300 4.125 12 L6 .000 -22.500 .000 13 R6 .000 22.300 .000 14 L7 .000 -18.200 .000 15 R7 .000 18.200 .000 16 L8 .000 -13.650 .000 17 RS .000 13.650 .000 1H L9 .000 -9.100 .000 r:^ �J 19 R9 .000 9.100 .000 20 L10 .000 -4.550 .000 21 RIO .000 4.550 .000 22 CL .000 .000 .000 OMM=j4uM HALF SAND 'rT2DTH- 23 RES13LTING FROM MaMR: CQ R1 SAND 29►TFLI7C CONTASNS 1236. EL32ffiiTS Blal 'Ry B=LDING C FRONT TWSS (.72750C.=P) SPACE FRAME bEDMERS JTI JT2 TYPE %=IDER L(FT) KL/R(XX) XL/R(TT) RO TMAX =4AX LS L4 FF T2SQx.25 4.300 48.32 48.32 .00 47.70 39.13 L4 L3 FF TZSQx.25 4.550 51.13 51.13 .00 47.70 38.44 L3 L2 FF T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 L2 L1 FF T2SQx.25 4.350 51.13 51.13 .00 47.70 38.44 L1 (71 FF T2SQx.25 4.350 51.13 51.13 .00 47.70 38.44 CA RI FF T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 R1 R2 FF T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 R2 R3 37 T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 R3 R4 77 T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 R4 R5 FF T2SQx.25 4.300 48.32 48.32 .00 47.70 39.13 L6 L7 FF T2SQx.25 4.300 48.32 48.32 .00 47.70 39.13 L7 L8 FF T2SQx.25 ' 4.550 51.13 51.13 .00 47.70 38.44 L8 L9 FF T2SQx.25 4.350 31.13 51.13 .00 47.70 38.44 L9 L10 cF T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 L10 CL -F T2SQx.25 4.530 51.13 31.13 .00 47.70 38.44 CL RIO FF T2SQx.25 4.350 51.13 51.13 .00 47.70 38.44 RIO R9 FF T2SQx.25 4.350 51.13 51.13 .00 47.70 38.44 R9 RS FF TZSQx.25 4.350 51.13 51.13 .00 47.70 38.44 R8 R7 FF T2SQx.25 4.550 51.13 51.13 .00 47.70 38.44 R7 R6 37 72SQx.25 4.300 48.32 48.32 .00 47.70 39.13 L6 L5 * FF T2SQx.25 4.125 46.36 46.36 .00 47.70 39.60 L7 L4 FF T2SQx.083 4.125 41.07 41.07 .00 13.21 16.36 L8 L3 FF T2SQx.083 4.125 41.07 41.07 .00 19.11 16.36 L3 L2 FF T2SQx.083 4.125 41.07 41.07 .00 19.11 16.36 L10 Ll FF 12SQx.083 4.125 41.07 41.07 .00 19.11 i6.36 CI. CU FF T2SQx.25 4.125 46.36 46.36 .00 47.70 39.50 R10 RI FF T2SQx.083 4.125 41.07 41.07 .00 19.11 16.36 R9 R2 FF T2SQx.083 4.125 41.07 41.07 .00 19.11 16.36 R8 R3 T2SQx.083 4.125 41.07 41.07 .00 i9.11 15.36 R7 R4 FF T2SQx.083 4.125 41.07 41.07 .00 i9.11 15.36 Rb R5 FF T2SQx.25 4.125 46.36 46.36 .00 47.70 39.50 L7 LS T2SQx.065 5.959 38.83 38.33 .00 15.09 11.53 L8 L4 FF T2SQx.065 6.142 60.63 50.53 .00 15.09 11.37 L9 L3 FF 72SQx.065 5.142 50.63 60.63 .00 15.09 -1.37 L10 L2 T? T2SQx.365 5.142 60.63 50.53 .00 15.09 11.37 Cr Ll ---T T2SQx.065 6.142 60.63 60.53 .00 15.09 11.37 Cr R1 ?F T=SQx.065 5.142 60.63 60.53 .00 15.09 _1.37 RIO R2 FF TZSQX.065 5.1.42 60.63 50.63 .00 15.09 11.37 R9 R3 FF :.-SQX.065 5.142 60.63 60.53 .00 15.09 -1.37 R8 R4 FF 'T2SQx.065 5.142 60.63 50.63 .00 i5.09 _1.37 R7 R5 FF T25Qx.065 3.359 38.33 58.33 .00 15.09 11.53 NO. OF JOINTS 22 NO. OF WMERS 41 NO. OF LWAWOWNS 53 SALT BAND WIDTR 23 LOAD C;.SE: (DEAD) DESCRIPTION: DEAD LOAD ONLY TOTAL STRUCTURAL z-RAmnTG WEIGHT = 36 TONS JOINT TYPE 3ORCZ CU C: - z0 Cr C.^. -.�0 ' t EIt TYPE FORCEI DIST1 FORCE2 DIST2 L5 L4 DZ -.004 .00 -.004 4.30 L4 L3 DZ -.004 .00 -.004 4.55 L3 L2 DZ -.004 .00 -.004 4.55 LZ L1 DZ -.004 .00 -.004 4.55 Ll CU DZ -.004 .00 -.004 4.55 = Rl DZ -.004 .00 -.004 4.55 RI R2 DZ -.004 .00 -.004 4.55 R2 R3 DZ -.004 .00 -.004 4.55 R3 R4 DZ -.004 .00 -.004 4.55 R,4 R5 DZ -.004 .00 -.004 4.30 L6 L7 DZ -.026 .00 -.026 4.30 L7 LS DZ -.026 .00 -.026 4.35 LS L9 DZ -.026 .00 -.026 4.55 L9 L10 DZ -.026 .00 -.026 4.55 L10 CL DZ -.026 .00 -.026 4.55 CL RIO DZ -.026 .00 -.026 4.55 RIO R9 DZ -.026 .00 -.026 4.55 R9 RB DZ -.026 .00 -.026 4.55 RS R7 DZ -.026 .00 -.026 4.55 R7 R6 DZ -.026 .00 -.026 4.30 LOAD CASE: (LIVE) DESCRIPTION: LIVE LOAD ONLY JOINT TYPE FORGO CU CZ -4.36 C, CZ -4.36 MEMBER TYPE FORCZl DISTI F0RC32 DIST2 L5 L4 DZ -.056 .00 -.056 4.30 L4 L3 DZ -.056 .00 -.056 4.55 1.3 L2 DZ -.056 .00 -.056 4.55 L2 Ll DZ -.056 .00 -.056 4.55 Ll CJ DZ -.056 .00 -.056 4.55 CJ Rl DZ -.056 .00 -.056 4.35 Rl R2 DZ -.056 .00 -.056 4.53 R2 R3 DZ -.056 .00 -.056 4.55 R3 R4 DZ -.056 .00 -.056 4.55 Rt3 R5 DZ -.056 .00 -.056 4.30 p LOAD CASE: (WIND) DESCRIPTION: 7!'ID LOAD UP ONL'1 DO �` `ph✓Jr JOINT TYPE FOR= CJ C.^. 2.88 C. CZ 2.38 2�2ffiER TYPE FORC..1 DIST1 FOR Z2 DIST2 L5 L4 DZ .037 .00 .037 4.30 L4 L3 DZ .037 .00 .037 4.55 L3 L2 DZ .037 .00 .037 4.35 L2 Ll DZ .037 .00 .037 4.55 Ll Cu DZ .037 .00 .037 4.55 Cu R1 DZ .037 .00 .037 4.35 R1 R2 DZ .037 .00 .037 4.35 R2 R3 DZ .037 .00 .037 4.55 R3 R4 DZ .037 .00 .037 4.55 R4 R5 DZ .037 .00 .037 4.30 LOAD COMBINATIONS Q:� i DL+L 1 1(DEAD)+1(LI-VE) DL+W 1.33 1(DEAD)+1(WnM) •END BXaz y BUILDING C FRONT TRUSS (J2750C.INP) MEMBER FORCES (FT-K S =PS) LS L4 - - - - JOINTI FORCES - - - - - - - - JOINT2 FOPC-S - - - - - - - - - T2SQx.25 M(%X) M(YY) 7(XX) 7(YY) M(XX) M(YY) V(XX) 7(YY) P T SR DEAD .05 .00 _0 .0 .01 .00 .0 .0 -1.50 .00 LIVE .18 .00 .2 .0 .00 .00 .1 .0 -5.72 .00 WIND -.12 .00 -.1 .0 -.00 .00 -.1 .0 3.78 .00 OL+L .23 .00 .2 .0 .01 .00 .1 .0 -7.22 .00 .31 DL+W -.07 .00 -.1 .0 .01 .00 -.0 .0 2.27 .00 .06 L4 L3 - - - - JOINT? FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQx.25 M(XX) H(YY) V(XX) v(YY) M(:Cq M(YY) V(XX) V(YY) 2 T SR DEAD .02 .00 .0 .3 .00 .00 .0 .0 -2.86 .00 LIVE .15 .00 .2 .0 -.01 .00 .1 .0 -11.51 .00 WIND -.10 .00 -.1 .0 .00 .00 -.1 .0 7.60 .00 OL+L .18 .00 .2 .0 -.00 .00 .1 .0 -14.38 .00 .48 DL+W -.07 .00 -.1 .0 .01 .00 -.0 .0 4.74 .00 .10 L3 L2 - - - - JOINT'- FORCES - - - - _ - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQX.25 M(XX) X(YY) 7(M0 V(YY) M(MO M('!'1) 7(:IX) 7(Y'_') P T SR DEAD .02 .00 .0 .0 .00 .00 .0 .0 -3.99 .00 LIV3 .15 .00 .2 .0 .01 .00 .1 .0 -17.02 .00 WIND -.10 .00 -.1 .0 -.00 .00 -.1 .0 11.24 .00 DL+L .17 .00 .2 .0 .01 .00 .1 .0 -21.01 .00 .65 DL+W -.07 .00 -.1 .0 .00 .00 -.0 .0 7.25 .00 .14 L2 LI - - - - JOINTl -FORCES - - - - - - - - ;0=2 FORCES - - - - - - - - MAXIMUM - - - - T2SQx_25 M(XX) M(Y'Y) V(XX) 7(YY) M(XX) M(YY) 7(XX) V(YY) 2 T SR DEAD .02 .00 .0 .0 .00 .00 .0 .0 -4.90 .00 L'7E .13 .00 .2 .0 -.00 .00 .1 .0 -22.25 .00 WIND -.09 .00 -.1 .0 .00 .00 -.1 .0 14.70 .00 OL+L .15 .00 .2 -0 -.00 .00 .1 .0 -27.15 .00 .80 DL+W -.07 .00 -.l .0 .00 .00 -.0 .0 9.90 .00 .18 Ll CU - - - - JOINTI FORCES - - - - - - - - IOINT2 FORCES - - - - - - - - MAXIMUM - - - T2SQx.25 M(XX) M(YY) 7(XX) V(YY) H(XX) M(Y'%) 7(XX) 7(YY) 2 T SR DEAD .02 .00 .0 .0 .01 00 .0 .0 -5.57 .00 LIVE .14 .00 .2 -0 .09 .00 .1 .0 -27.14 .00 WIND -.09 .00 -.1 .0 -.06 .00 -.1 -0 17.93 .00 OL+L .15 .00 .2 .0 .10 00 .1 .0 -32.71 .00 .96 OL+W -.07 .00 -.1 -0 -.05 .00 -.0 .0 12.36 .00 .22 au R1 - - - - JOINM FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - `MIaUM - - - - T2SQx_25 M=0 M(YY) 7(}CS) V(YY) M G= M(Y'!) 7(XX) 7(= ? T SR DEAD -.01 .00 .0 .0 -.02 .00 .0 .0 -3.37 .00 LIVE -.09 .00 .1 .0 -.14 .00 .2 .0 -27.14 .00 WIND .06 .00 -.1 .0 .09 .00 -.1 .0 17.93 .00 OL+L -.10 .00 l .0 -.15 .00 .2 .0 -32.71 .00 .96 DL+W .05 .00 -.0 .0 .07 .00 -.1 .0 12.36 .00 .22 R1 R2 - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - T2SQx.25 M(XX) M(YY) 7(XX) V(YY) M(XX) M(YY) V(XX) V(YY) ? T SR DEAD .00 .00 .0 .0 -.02 .00 .0 .0 -4.90 .00 LIVE .00 00 .- .0 -.13 00 .- 0 -22.25 .00 RIND -.00 .00 -.l .0 .09 00 .0 14.70 .30 OL+L .00 .00 i .0 -."a 00 .2 .0 -27.15 .00 .30 DL+W -.00 .00 -.0 .0 .07 00 - 1 0 9.90 .00 .18 R2 R3 - - - - JOINTI FORCES - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQx.25 M=0 M(YY) 7(:CE{) ',7(YY) M(:CC) M(YY) V(:IX) V(YY) P T SR DEAD -.00 .00 .0 .0 -.02 .00 .0 .0 -3.99 .00 LIVE -.01 00 .1 .0 -.15 .00 .2 .0 -17.02 .00 WIND .00 .00 -.1 .0 .10 .00 -.1 .0 11.24 .00 DL+L -.01 .00 .1 .0 -.17 .00 .2 .0 -21.01 .00 .65 DL+W .00 .00 -.0 .0 .07 .00 -.1 .0 7.25 .00 .14 R3 R4 - J032M FOI S - - - - - - - - JO=2 VOR=S - - - - - - - - mAxn4JM - - - - T2SQx.25 H(XX) m(YY) V(XX) V(YY) H=l H(TY) V(XX) V(YY) P T SR DEAD -.00 .00 .0 .0 -.02 .00 .0 .0 -2.86 .00 LIVE .01 .00 .1 .0 -.15 .00 .2 .0 -11.51 .00 WIND -.00 .00 -.1 .0 .10 .00 -.1 .0 7.60 .00 DL+L .00 .00 .1 .0 -.18 .00 .2 .0 -14.38 .00 .48 DL+W -.01 .00 -.0 .0 .07 .00 -.1 .0 4.74 .00 .10 R4 R5 - - - - JOINT- TO=S - - - - - - - - JOINT2 FORC.3S - - - - - - - - MAXIMUM - - - - T2SQX.25 H(XX) H(YY) V(-CC) V(YY) x(MC) M(YY) V(:CC) V(YY) P T SR DEAD -.01 .00 .0 .0 -.05 .00 .0 .0 -1.50 .00 LIVE -.00 .00 .1 .0 -.18 .00 .2 .0 -5.72 .00 WIND .00 .00 -.1 .0 .12 .00 -.1 .0 3.78 .00 OL+L -.01 .00 .1 .0 -.23 .00 .2 .0 -7.22 .00 .31 OL+W -.01 .00 -.0 .0 .07 .00 -.1 .0 2.27 .00 .06 L6 L 7 - - - - JOINT- FORC-73 - - - - - - - _ conm FORG?S - - - - - - - - XMIMUM - - - - T2SQx.25 H(.%X) M(YY) 7(ACC) V(YY) H(XX) M(YY) V CCO V(YY) 2 T SR DEAD .06 .00 .0 -.03 .00 .1 .0 .03 .00 L.-" .13 -00 .1 .0 .09 .00 -.1 .0 .07 .00 r7IND -.08 00 -.0 .0 -.06 .00 .0 .0 -.05 .00 DL+L .19 .00 .1 .0 .06 .00 .0 .0 .10 .00 .10 DL+W -.03 -00 .0 .0 -.09 .00 .1 .0 -.02 .00 .04 L7 L8 - - - - JOINT- FORC:'S - - - - - - - - JOINT2 TOpms - - - - - - - - MAXIMUM - - - - T2SQx.25 H(XX) X(YY) V(XX) V(YY) M(XX) M(YY) V("MC) V(YY) 2 T SR DEAD .07 .00 -1 .0 -.03 .00 .1 .0 1.52 .00 LI7E .06 .00 .0 .0 .09 .00 -.0 .0 5.73 .00 WIND -.04 .00 -.0 .0 -.06 .00 .0 .0 -3.82 .00 OL+L .13 .00 .1 .0 .06 .00 .0 .0 7.29 .00 .22 DL+W .03 .00 .1 .0 -.09 .00 .1 -0 -2.30 .00 .08 L8 L9 - - - - JOINT- ?ORBS - - - - - - - - 70INT2 FORC3S - - - - - - - - MAXIMUM - - - - T2SQx.25 M(.= M(YY) 7(= 7(YY) M(MC) M(YY) V(:LY) V(YY) 2 T SR DEAD .06 .30 .1 .0 -.03 .00 .1 .0 2.38 .00 L173 .05 .00 .0 .0 .10 .00 -.0 .0 11.57 .00 7IND -.03 .00 -.0 .0 -.06 .00 .0 .0 -7.64 .00 DL+L .11 .00 .1 .0 .07 .00 .0 .0 14.44 .00 .36 DL+W .03 .00 .1 .0 -.10 .00 .1 .0 -4.76 .00 .13 L9 Li0 - - - - UOINTI TORL'f8 - - - - - - - - JOINT^_ T0RCZ3 - - - - - - - - MAX=MUM - - - T2SQx.25 M(XX) M= 7(XX) V(YY) M(IC() ("'=) V(:IX) 7(YY) ? T SR DEAD .06 .00 .1 .0 -.04 .00 .1 .0 4.00 .00 LIVE .02 .00 .0 .0 .08 .00 -.0 .0 7.07 .00 wmm -.02 .00 -.0 .0 -.05 .00 .0 .0 -11.27 .00 DL+L .08 .00 .1 .0 .04 .00 .0 .0 21.07 .00 .48 DL+W .04 .00 .1 .0 -.09 .00 .- .0 -7.27 .00 .18 L10 = - - - - JOINT- FORS - - - - - - - - 1;0INT2 TORC.' S - - - - - - - - MAXIMUM - - - T2SQX.25 M(XX) X(YY) 7(XX) V(YY) M(%X) H(YY) V(:LY) 7(YY) ? T SR DEAD .06 00 .1 .0 -.02 .00 .1 .0 4.91 .00 LIVE .06 .00 .1 .0 .21 .00 -.1 .0 22.31 .00 WIND -.04 00 -.0 .0 -.14 .00 .0 .0 -14.74 .00 DL+L .11 .00 .1 .0 .19 .00 .0 .0 27.22 .00 .67 DL+W .02 00 .0 .0 -.16 .00 .l .0 -9.83 .00 .26 Cw. '10 - - - - JOINT- TORC:.'PS - - - - - - - - 7OINT2 TORLWS - - - - - - - - MAXIMUM - - - - T25Qx._5 14(XX) .14(YY) -7(MC) 7(YY) M(:LY) M(YY) V(XX) V(YY) ? 'T SR DEAD .02 00 .1 .0 -.06 .00 - .0 4.31 .00 L2VE -.21 30 -.1 .0 -.06 .00 '_ .0 22.31 .00 wnm 14 00 .0 .0 .04 .00 -.0 .0 -14.74 .00 DL+L --19 00 .0 .0 -.-- .00 .1 .0 27.22 .00 57 DL+W .16 00 l .3 -.02 .00 .0 .0 -9.83 .00 =6 R10 Z9 - - - - :OIN'T1 TORCr S - - - - - - - - 10INT2 F0=13 - - - - - - - - MAXIMUM - - - 72SQx.25 M(%X) M(YY) 7(%X) 7(YY) M(XX) M(YY) V(%X) V(YY) ? T SR DEAD .04 JO 1 .0 -.06 .00 .1 .0 4.00 .00 LIVE -.08 00 -.0 .0 -.02 .00 .0 .0 17.07 .00 WIND .05 00 .0 .0 .02 .00 -.0 .0 -11.27 .00 DL+L -.04 .00 .0 .0 -.08 .00 .1 .0 21.07 .00 .48 DL+W .09 .00 .1 .0 -.04 .00 .l .0 -7.27 .00 .18 R9 R8 - - - - J0INT1 P'ORCBS - - - - J0INT2 FORCES - - - - - - - - MAXIMUM - - - - T2SQx.25 M(XX) M(YY) V(= V(YY) M(XX) M(YY) 7(XX) V(YY) P T SR DEAD .03 .00 .1 .0 -.06 .00 .1 .0 2.38 .00 LIVE -.10 .00 -.0 .0 -.05 .00 .0 .0 11.57 .00 WIND .06 .00 .0 .0 .03 .00 -.0 .0 -7.64 .00 DL+L -.07 .00 .0 .0 -.11 .00 .1 .0 14.44 .00 .36 DL+W .10 .00 .1 .0 -.03 .00 .1 .0 -4.76 .00 .13 R8 R7 - J0INT1 FORCES - - - - - - - J0ZNT2 ?ORCSS - - - - - - - - MAXIMUM - - - - T2SQx.25 M(XX) H(YY) V(XX) 7(YY) H(XX) M(YY) V(XX) V(Y-') P T SR DEAD .03 .00 .1 .0 -.07 .00 .1 .0 1.52 .00 LIVE -.09 .00 -.0 .0 -.06 .00 .0 .0 5.78 .00 WIND .06 .00 .0 .0 .04 .00 -.0 .0 -3.82 .00 DL+L -.06 .00 .0 .0 -.13 .00 .1 .0 7.29 .00 .22 DL+W .09 .00 .1 .0 -.03 .00 .l .0 -2.30 .00 .08 R7 R6 - - - - JOZNTl FCPX-33 - - - - - - - - J0ZNT2 ?OR=S - - - - - - - - MAXIMUM - - - - T2SQx.25 x(XX) H(YI) 7 (-_^-') M C',CQ `t(Y':) V(xX) V(Y-.) B T SR DEAD .03 .00 .1 .0 -.06 .00 .1 .0 .03 .00 LIVE -.09 .00 -.1 .0 -.13 .00 .1 .0 .07 .00 WIND .06 .00 .0 .0 .08 .00 -.0 .0 -.05 .00 DL+L -.06 .00 .0 .0 -.19 .00 .1 .0 .10 .00 .10 DL+W .09 .00 .1 .0 .03 .00 .0 .0 -.02 .00 .04 L6 L5 - - - - J0INT1 F0RCZS - - - - - - - - 70=2 ?OR=S - - - - - - - - MAXIMUM - - - - T2SQx.25 M(XX) H(YY) 7(XX) V(YY) H(XX) H(YY) V(XX) 7(=) ? T SR DEAD .06 .00 .0 .0 .05 .00 -.0 .0 -1.43 .00 LI7F .13 .00 .1 .0 i6 .00 -.1 .0 -5.57 .00 WIND -.08 .00 -.0 .0 -.11 .00 .0 .0 3.68 .00 DL+L .19 .00 .1 .0 .21 .00 -.1 .0 -7.05 .00 .26 DL+W -.03 .00 -.0 .0 -.06 .00 .0 .0 2.22 .00 .06 L7 L4 - - - - JOZNTl roR=S - - - - - - - - ;OINT2 ?OR ZS - - - - - - - - MAXI:SUM - - - - T2SQx.083 H(XX) M(YY) 7(XX) V(Y":) M(.C() H(YY) 7(MC) 7(-_^') ? T SR DEAD .03 .00 .0 .0 .03 .00 -.0 .0 -1.27 .00 LIVE .12 .00 .1 .0 .12 .00 -.1 .0 -5.42 .00 WIND -.08 .00 -.0 .0 -.08 .00 .0 .0 3.58 .00 OL+L .15 .00 .1 .0 .lfi .00 .0 -6.69 .00 .51 DL+W -.05 .00 -.0 .0 -.05 .00 .0 .0 2.32 .00 .13 L8 L3 - - - - JOZNTl ?OR=S - - - - - - - - ;OINT2 TORCES - - - - - - - - XAX=-MUM - - - - T2SQx.083 M(XX) H(YY) V(XX) V(YY) M(:CQ H(YY) 7(MC) 7(YY) ? T SR DEAD .02 .00 .0 .0 .02 .00 -.0 .0 -1.07 .00 LI7L+ .11 .00 - .0 .11 .00 .0 -5.i9 .00 wmm -.08 .00 -.0 .0 -.07 .00 .0 .0 3.43 .00 DL+L .14 .00 .1 .0 .14 .00 -.1 .0 --5.25 .00 .47 DL+W -.05 .00 -.0 .0 -.05 .00 .0 .0 2.37 .00 .13 L9 L2 - - - - JOZNTI roRcZS - - - - - - - - 1;0ZNT2 ?ORf=s - - - - - - - - MAXI_4UH - - - - T2SQx.083 H(XX) H(YY) -7(XX) V(YY) M(XX) M(YY) V(XX) V(YY) ? 1. SR DEAD .02 .00 .0 .0 .02 .00 .0 .0 -.87 .00 Ll" .11 .00 .- .0 .il 00 -.1 .0 -4.94 .00 WIND -.07 .00 -.0 .0 -.07 .00 .0 .0 3.26 .00 DL+L .13 .00 .1 .0 .13 .00 -.1 .0 -5.81 00 43 DL+W -.05 .00 -.0 .0 -.05 .00 .0 .0 2.41 .00 .13 LID Ll - - - - JOiITT1 3OR=S - - - - - - - - JOINT-^ ?OR=-S - - - - - - - - YAXI:fUM - - - T2SQx.083 M(XX) M(YY) i(X/) V(YY) 4(.= M(YY) V(XX) V(YY) P T SR DEAD .02 .00 .0 .0 .02 00 .0 .0 -.66 .00 ATE .12 .00 .. .0 12 00 -.1 .0 -4.66 .00 1;ilm -.08 .00 -.0 .0 -.08 00 .0 .0 3.08 .00 OL+L .14 .00 .0 .-.3 JO -.1 .0 -5.31 .00 .42 DL+W -.06 .00 -.0 .0 -.06 .00 .0 .0 2.43 .00 .14 i CL CU - - - - JOZNTI 90RCS - - - - - - - - JOINT= ^ORES - - - - - - - - MAXIMUM - - - - T2SQx.25 M(:CC) H(YY) V(XX) V(YY) H(MC) M(YY) V(XX) V(YY) ? T SR i I n�^ DEAD .00 .00 .0 .0 .00 .00 .0 .0 -.56 .00 LIVE .00 .00 .0 .0 .00 .00 .0 .0 -4.52 .00 WSND .00 '00 .0 .0 .00 .00 .0 .0 2.98 .00 DL+L .00 .00 .0 .0 .00 .00 .0 .0 -5.07 .00 .13 DL+W .00 .00 .0 .0 .00 .00 .0 .0 2.45 .00 .04 R10 Rl - - - - JonmFORC.48 - - - - - - - - JOINT2 FORCES - - - - - - - - MAXIMUM - - - - T28Qx.083 M(XX) H(YY) V(= V(YY) M(XX) H(YY) V(= V(YY) P T SR DEAD -.02 .00 .0 .0 -.02 .00 .0 .0 -.66 .00 LIVE -.12 .00 -.1 .0 -.12 .00 .1 .0 -4.66 .00 WIND .08 .00 .0 .0 .08 .00 -.0 .0 3.08 .00 DL+L -.14 .00 -.1 .0 -.13 .00 .1 .0 -5.31 .00 .42 DL+W .06 .00 .0 .0 .06 .00 -.0 .0 2.43 .00 .14 R9 R2 - - - - JOINT- F01L. 3 - - - - - - - - J0INT2 FORC3S - - - - - - - - MAXIMUM - - - T2SQx.083 X(XX) M(YY) 7(XX) V(YY) M(,%X) M(YY) V(%X) V(YY) 2 T SR DEAD -.02 .00 .0 .0 -.02 .00 .0 .0 -.87 .00 LIVE -.11 .00 -.1 .0 -.11 .00 .1 .0 -4.94 .00 WIND .07 .00 .0 .0 .07 .00 -.0 .0 3.26 .00 DL+L -.13 .00 -.1 .0 -.13 .00 .1 .0 -5.81 .00 .43 OL+W .05 .00 .0 .0 .05 .00 -.0 .0 2.41 .00 .13 Rg R3 - - - - JOINT- 5ORC33 - - - - - - - - JOINT2 TORCZS - - - - - - - - MAXIMUM - - - - T2SQx.083 M(MC) m(ly) 7(XX) V(YY) M(=C) M(YY) 7(%X) 7(YY) 2 T SR DEAD -.02 .00 -.0 .0 -.02 .00 .0 .0 -1.07 .00 LIVE -.11 .00 -.1 .0 -.11 .00 .1 .0 -3.19 .00 WIND .08 .00 .0 .0 .07 .00 -.0 .0 3.43 .00 DL+L -.14 .00 -0 -.14 .00 .1 .0 -0.26 .00 .47 DL+W .05 .00 .0 .0 .05 .00 -.0 .0 2.36 .00 .13 R7 R4 - - - - JOINT- FOR=s - - - - - - - - JOINT2 FORS - - - - - - - - MAXIMUM - - - - T2SQx.083 M(xx) H(YY) 7=) V(YY) M(XX) M(YY) 7(XX) V(YY) P T SR DEAD -.03 .00 -.0 .0 -.03 .00 .0 .0 -1.27 .00 L-VE -.12 .00 -.1 .0 -.12 .00 .1 .0 -3.42 .00 WIND .08 .00 .0 .0 .08 .00 -.0 .0 3.58 .00 DL+L -.15 .00 -.1 .0 -.16 .00 .1 .0 -5.69 .00 .51 DL+W .05 .00 .0 .0 .05 .00 -.0 .0 2.32 .00 .13 R6 R5 - - - - JOINTI ?ORC:.S - - - - - - - - ..0INT2 :ORC.r.S - - - - - - - - MAX:-XUM - - - - T2SQx.25 M(XX) M(YY) 7(;CC) V(YY) M(XX) M(YY) 7(XX) 7(YY) 2 - SR DEAD -.06 .00 -.0 .0 -.05 .00 .0 .0 -1.48 .00 L-VE -.13 .00 .0 -.15 .00 _1 .0 -3.37 .00 WIND .08 .00 .0 .0 .11 .00 -.0 .0 3.68 .00 DL+L -.19 .00 -.1 .0 -.21 .00 .1 .0 -7.05 .00 .26 DL+W .03 .00 .0 .0 .06 .00 -.0 .0 2.22 .00 .06 L7 L3 - - - - JOINT- ?ORG'S - - - - - - - - ;OINT2 ?O=s - - - - - - - - MAXIMUM - - - T2SQx.065 M(}IX) M(YY) 7(XX) V(YY) M(XX) `1(YY) 7(XX) 7(YY) 9 T SR DEAD 01 00 .0 .0 -.00 .00 .0 .0 2.05 .00 LIVE .02 .00 .0 .0 .02 .00 .0 .0 7.32 .00 WIND -.02 .00 .0 .0 -.Ol .00 .3 .0 -5.16 .00 OL+L .03 .00 .0 .0 .02 .00 .0 .0 9.37 .00 09 OL+W -.01 .00 .0 .0 -.02 .00 .0 .0 -3.12 00 .21 L8 L4 - - - - JOINm -O "=S - - - - - - - - JOINTz --ORC."S - - - - - - - - `lAX:MUM - - - - T2SQX.065 M(XX) It 7(XX) V(YY) \1(XX) M(YY) V(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 1.32 .00 LIVE .02 .00 .0 .0 .03 .00 .0 .0 7.73 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 -5.11 .00 DL+L .03 .00 .0 .0 .03 .00 .0 .0 9.35 .00 .68 DL+W -.00 .00 .0 .0 -.02 .00 .0 .0 -3-20 00 .23 L9 L3 - - - - ;OINTl ?O =S - - - - - - - - 1:0INT2 FORC^S - - - - - - - - `tAXIMUM - - - - T2SQx.065 M(.= M(YY) 7(:Ct) V(YY) M(.= 11(YY) 7(Y3{) 7(YY) 3 _ SR DEAD .01 .30 .0 .0 .00 .00 .0 .0 1.51 -00 LIVE .01 .00 .3 .0 .03 .00 .0 .0 7.25 00 lI2ID -.01 .00 .0 .0 -.02 .00 .0 .0 -4.36 .00 DL+L .02 .00 .0 .0 .03 .00 0 .0 3.36 00 63 DL+W -.00 .00 .0 .0 -.02 .00 .0 .0 -3.25 .00 23 LIO L2 - - - - JOINT- ?OR=S - - - - - - - - ;0=2 3OR=S - - - - - - - - MAXIMUM - - - i i T25QX.065 H(XX) 4(YZ) V(XX) V(YY) H(XX) H(YY) 7(XX) 7(YY) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 1.21 .00 LIVE .02 .00 .0 .0 .03 .00 .0 .0 6.99 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 -4.62 .00 DL+L .02 .00 .0 .0 .03 .00 .0 .0 8.20 .00 .59 DL+W -.01 .00 .0 .0 -.02 .00 .0 .0 -3.42 .00 .24 CL Li - - - - JOINTI FCPMS - JOINT2 PCR=S - - - - - - - - D4►XZMQM - - - T2SQX.065 H(= m(TT) V(= V=) H(= H(YY) V(= V(TY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .89 .00 LIVE -.03 .00 .0 .0 .02 .00 .0 .0 6.52 .00 WIND .02 .00 .0 .0 -.01 .00 .0 .0 -4.31 .00 DL+L -.03 .00 .0 .0 .02 .00 .0 .0 7.41 .00 .52 DL+W .02 .00 .0 .0 -.01 .00 .0 .0 -3.42 .00 .24 CL R1 - JOINTI FORDS - - - - - - - - JOINT2 FORCBS - - - - - - - - MAXIMUM - - - - T2SQX.065 M(=Q H(=) 7(= V(YY) M(XX) H(YY) 7(XX) V(YY) P T SR DEAD .00 .00 .0 .0 .00 .00 .0 .0 .89 .00 LIVE -.03 .00 .0 .0 .02 .00 .0 .0 6.52 .00 WIND .02 .00 .0 .0 -.01 .00 .0 .0 -4.31 .00 DL+L -.03 .00 .0 .0 .02 .00 .0 .0 7.41 .00 .52 DL+W .02 .00 .0 .0 -.01 .00 .0 .0 -3.42 .00 .24 RIO R2 - - - - JOINTI FCRCZS - - - - - - - - JOINT?. Falk=3 - - - - - - - - MAXIMUM - - - - T2SQX.065 M(:C{) M(YY) 7(XX) V(YY) M(%X) X(YY) 7(XX) V(YY) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 1.21 .00 LyTE .02 .00 .0 .0 .03 .00 .0 .0 6.99 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 -4.62 .00 DL+L .02 .00 .0 .0 .03 .00 .0 .0 8.20 .00 .59 DL+W -.01 .00 .0 .0 -.02 .00 .0 .0 -3.42 .00 -24 R9 R3 - - - - JOINTI FORG.'rS - - - - - - - - 70INT2 FORCES - - - - - - - - MAX=MUH - - - - T2SQX.065 H(XX) H(YY) 7(XX) V(YY) H(MC) H(YY) 7(MC) 7(=) P T SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 1.51 .00 LZ72 .01 .00 .0 .0 .03 .00 .0 .0 7.35 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 -4.86 .00 DL+L .02 .00 .0 .0 .03 .00 .0 .0 8.36 .00 .63 DL+W -.00 .00 .0 .0 -.02 .00 .0 .0 -3.35 .00 .23 R8 R4 - - - - JOIN.. FORC'8 - - - - - - - - lOINT2 ?OR=S - - - - - - - - MAXI*iL'M T2SQx.065 X(XX) M(YY) 7(MC) V(YY) H(%X) `10M 7(MC) V(YY) 2 - SR DEAD .01 .00 .0 .0 .00 .00 .0 .0 1.32 .00 LIVE .02 .00 .0 .0 .03 .00 .0 .0 7.73 .00 WIND -.01 .00 .0 .0 -.02 .00 .0 .0 -3.11 .00 DL+L .03 .00 .0 .0 .03 .00 .0 .0 9.55 .00 .68 DL+W -.00 .00 .0 .0 -.02 .00 .0 .0 -3.30 .00 .23 R7 R5 - - - - , n-m FORC35 - - - - - - - - OINT2 :opz s - - - - - - - - HAXr:SUM - - - - T2SQX.065 H(.LY) `i(YY) 7(XX) V(YY) H(MC) M(=") 7(MC) V(YY) ? _ SR DEAD .01 .00 .0 .0 -.00 .00 .0 .0 2.05 .00 LIVE .02 .00 .0 .0 .02 .00 .0 .0 7.32 .00 rn-TD -.02 .00 .0 .0 -.01 .00 .0 .0 --3.16 .00 DL+L .03 .00 .0 .0 .02 .00 .0 .0 9.37 .00 .69 OL+W -.01 .00 .0 .0 -.02 .00 .0 .0 -3.12 .00 .21 BLAX .2Y BUILDING C FRONT TRUSS (J2750C.I14P) ?-M=S ON SPACE FRAME a SUPPORTS REACTICNS ? RX RX RZ l-lK =fr Hz JOINT L6 (KI2S) (KIPS) (KIPS) (F^-Q FT-K) (FT-K) DEAD .00 .00 1.55 .00 .00 .00 LIVE .00 .00 5.62 .00 .00 00 7IND .00 .00 -3.71 .30 .00 .00 OL+L 00 .00 7.17 .00 .00 00 DL+W .00 .00 -2.16 .00 .00 00 REACTIONS A RX RY RZ •`DC `n 'Z 1 1 JOINT R6 (XIHS) (2CI23) (KIPS) (FT-K) (FT-K) (FT-K) DEAD .00 .00 1.55 .00 .00 .00 LIVE .00 .00 5.62 .00 .00 .00 yn0 .00 .00 -3.71 .00 .00 .00 OL+L .00 .00 7.17 .00 .00 .00 DL+W .00 .00 -2.16 .00 .00 .00 sn-rXLEY BUILDING C FRONT TRUSS (J2750C.1ZiP) JOINT DISPL.1A MIENTS JDI2iT CASE TRANSLATION (INCHES) ROTATION ABOUT AXES (RADIANS) Ll D(X) D M D(Z) R(X) R(Y) R(Z) DEAD .00000 .02237 -.18863 -.00040 .00000 .00000 LIVE .00000 .09938 -.85455 -.00216 .00000 .00000 WIND .00000 -.06565 .56450 .00143 .00000 .00000 DL+L .00000 .12175 -1.04218 -.00256 .00000 .00000 DL+W .00000 -.04327 .37587 .00103 .00000 .00000 CU OM D(•=) D(Z) R(X) R(Y) It DEAD .00000 .01573 -.20317 .00000 .00000 .00000 L.-V'E .00000 .06724 -.94388 .00000 .00000 .00000 WIND .00000 -.04442 .52351 .00000 .00000 .00000 DL+L .00000 .083C3 -1.:4705 .00000 .00000 .00000 OL+W .00000 -.02864 .42034 .00000 .00000 .00000 L10 OM OM O(Z) R(X) R(Y) R(:) DEAD .00000 .00997 -.18688 -.00040 .00000 .00000 LIVE .00000 .04082 -.84207 -.00225 .00000 .00000 WIND 00000 -.02697 .33625 .00149 .00000 .00000 DL+L .00000 .05080 -1.02995 -.00266 .00000 .00000 DL+W .00000 -.01699 .36938 .00109 .00000 .00000 L2 D(X) D(Y) O(Z) R(X) R(Y) R(Z) DEAD .00000 .02917 -.15773 -.00064 .00000 -00000 LIVE .00000 .12573 -.69582 -.00303 .00000 .00000 WIND .00000 -.08306 .45964 .00200 .00000 .00000 OL+L .00000 .15391 -.85355 -.00367 .00000 -00000 DL+W .00000 -.05488 .30191 .00136 .00000 .00000 L9 O(X) 0(Y) 0(Z) R(X) R(Y) R(Z) DEAD .00000 .00523 -.15543 .00064 .00000 .00000 L27E .00000 .02061 -.58258 -.00307 .00000 .00000 WIND .00000 -.01362 .45090 .00203 .00000 .00000 DL+L .00000 .02585 -.83800 -.00371 .30000 .00000 OL+W .00000 -.00839 .29547 .00129 .00000 .00000 L3 0(X) D(Y) D(Z) R(X) R(Y) R(2) DEAD .00000 .03290 -.11355 -.00084 .00000 .00000 LIVE 00000 .14588 -.48912 -.00378 .00000 .00000 WIND .00000 -.09637 .22310 .00250 .00000 .00000 OL+L .00000 .17879 -.60257 -.00463 .00000 .00000 OL+W .00000 -.06346 .20955 .00166 .00000 00000 Cl. OM D(Y) O(Z) R(X) R(Y) A(Z) DEAD .00000 .01578 -.20258 .00000 .00000 .00000 LIVE .00000 .06724 -.33904 .00000 .00000 .00000 14= .00000 -.04442 .62030 .00000 .00000 .00000 DL+L .00000 .08303 -1.14162 00000 .00000 00000 DL+W 00000 -.02864 .41772 00000 .00000 .00000 14 ](X) D(Y) ](Z) R(X) R(Y) R(Z) DEAD .00000 .03630 -.05901 -.00102 .00000 00000 LIVE .30000 .15951 -.24872 - 00432 .00000 00000 WIND .00000 -.10537 .16430 .00285 .00000 .00000 DL+L .30000 .19581 -.30774 -.00534 .00000 00000 DL+W .00000 -.06907 .10529 .00183 .00000 .00000 Rl ](X) OM D(Z) R(X) MY) R(Z) I DEAD .00000 .00919 -.18863 .00040 .00000 .00000 L17'E .00000 .03511 -.85455 .00216 .00000 .00000 WIND .00000 -.02319 .36450 -.00143 .00000 .00000 DL+L .00000 .04430 -1.04318 .00256 .00000 .00000 DL+W .00000 -.01400 .37587 -.00103 .00000 .00000 LS D(X) D(Y) D(Z) RM R(Y) R(Z) DEAD .00000 .03798 -.00157 -.00094 .00000 .00000 LM .00000 .16591 -.00598 -.00422 .00000 .00000 wmD .00000 -.10959 .00395 .00279 .00000 .00000 DL+L .00000 .20389 -.00755 -.00516 .00000 .00000 DL+W .00000 -.07162 .00237 .00185 .00000 .00000 L8 D(X) D(Y) D(Z) R(X) R(7) R(Z) DEAD .00000 .00183 -.11069 -.00085 .00000 .00000 Ll" .00000 .00692 -.47521 -.00382 .00000 .00000 WIND .00000 -.00457 .31391 .00252 .00000 .00000 DL+L .00000 .00874 -.58590 -.00467 .00000 .00000 DL+W .00000 -.00274 .20322 .00168 .00000 .00000 L6 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .00000 .00000 -.00107 .00000 .00000 LIVE .00000 .00000 .00000 -.00377 .00000 .00000 WIND .00000 -00000 .00000 .00249 .00000 .00000 DL+L .00000 .00000 .00000 -.00484 .00000 .00000 OL+W .00000 .00000 .00000 .00143 .00000 .00000 R10 D(N) D(Y) O(Z) R(X) R(Y) R(Z) DEAD .00000 .02159 -.18688 .00040 .00000 .00000 L'7E .00000 .09366 -.84207 .00225 .00000 00000 14= .00000 -.06187 .55625 -.00149 .00000 .00000 DL+L .00000 .11526 -1.02895 .00266 .00000 .00000 DL+W .00000 -.04028 .36938 -.00109 .00000 .00000 L7 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .00003 -.05562 -.00098 .00000 .00000 L17E .00000 .00008 -.23419 -.00429 .00000 .00000 WIND .00000 -.00005 .15470 .00294 .00000 .00000 DL+L .00000 .00011 -.28981 -.00527 .00000 .00000 DL+W .00000 -.00002 .09907 .00186 .00000 .00000 R2 D(X) 0(Y) D(Z) ItGQ R(Y) R(Z) DEAD 00000 .00339 -.15773 .00064 .00000 .00000 L=DE .00000 .00875 -.69581 .00303 .00000 00000 WIND .00000 - 00578 .45964 -.00200 .00000 .00000 DL+L _00000 .01215 -.85355 .00367 .00000 00000 DL+W .00000 -.00239 .30191 -.00136 .00000 00000 R6 0(X) D(Y) O(Z) RM R(Y) R(Z) DEAD .00000 .03157 .00000 .00107 .00000 .00000 L= .00000 13449 00000 .00377 .00000 00000 WIND .00000 -.08884 -00000 -.00249 .00000 00000 DL+L .00000 .160'05 .00000 .00484 .00000 00000 OL+W .00000 -,05727 .00000 -.00143 .00000 00000 R7 OM D(Y) O(Z) R 0 Q R(Y) R(Z) DEAD .00000 .03154 -.05562 .00098 .00000 .00000 L= .00000 .13441 -.23419 .00429 .00000 .00000 WIND .00000 -.08879 .15470 -.00284 .00000 .00000 DL+L .00000 .16595 -.:8981 .00527 .00000 .00000 OL+W .00000 -.05725 .09907 -.00186 .00000 .00000 R5 OM O(Y) 0(Z) R(X) R(Y) R(Z) DEAD .00000 -.00641 -.00157 .00094 .00000 00000 LI7E 00000 -.03142 -.00598 .00422 00000 30000 a=ND 00000 _32076 .00395 -.00279 .00000 00000 DL+L 00000 -.03783 -.00755 .00516 .00000 .00000 OL+W 30000 .01435 .00237 -.00185 .00000 00000 R9 O M O(Y) 0(Z) RM R(Y) R(Z) DEAD 00000 02634 - _5542 .00064 00000 00000 v � LIVE .00000 .11387 -.68258 .00307 .00000 .00000 Wam .00000 -.07522 .45089 -.00203 .00000 .00000 DL+L .00000 .14021 -.83800 .00371 .00000 .00000 DL+W .00000 -.04889 .29547 -.00139 .00000 .00000 R3 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00134 -.11355 .00084 .00000 .00000 LIVE .00000 -.01139 -.48911 .00378 .00000 .00000 wnm .00000 .00753 .32310 -.00250 _00000 .00000 DL+L .00000 -.01273 -.60267 .00463 .00000 .00000 DL+W .00000 .00619 .20955 -.00166 .00000 .00000 R4 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 -.00473 -.05901 .00102 .00000 .00000 LIVE .00000 -.02502 -.24872 .00432 .00000 .00000 WIND .00000 .01653 .16430 -.00285 .00000 .00000 DL+L .00000 --02975 -.30773 .00534 .00000 .00000 DL+W .00000 .01180 .10529 -.00183 .00000 .00000 R8 D(X) D(Y) D(Z) R(X) R(Y) R(Z) DEAD .00000 .02974 -.11069 .00085 .00000 .00000 LIVE .00000 .12757 -.47521 .00382 .00000 .00000 Ni'm .00000 -.08427 .31391 -.00252 .00000 .00000 DL+L .00000 .15731 -.58590 .00467 .00000 .00000 DL+W .00000 -.05453 .20322 -.00168 .00000 .00000 mm OP SPACE FRAM ANALYSIS i i i i y i. DATE: BARTEINSTEIN ASSOCIATES, INC. SHEFi: (805) 399-3,313 FAX: (805) -399-5891�=52 7!�T--'4 W, Ai 7'a F! �______ _ / | � 1 | - - - - -- - - - ' | _ ---- - _----- . _-_ -' -- _' - / --- - - -' | | ` ' - - -- - | i | | i -~ r I I I I DATE:S—I BARTENSTEIN & ASSOCIATES, INC. SHEt . Gf eY: 19436 COLOMBO STREET 3AKESF!ELD, CA 93308 JOB No.: '-� (805) 399-3313 FAX: (805) 399-5895 z 76:y- 7Z,) :r 7,7 �S Xic 7-,'J ISVT�2;f � 3ZG9 = 77 - ._..-._ - _ -._----- C0.1.lJr/v /.'. ✓ �'`�s�•--.�Gi,T. ��f•.'Lf � a;� �7/� Gam ¢ L) SCjI Ja-•Z1 i LC.�� I/ / �(' z z C c� L U H,t� /5 '�2/��-s7 '-u s� ;cif% � i� •��Z� J ,a GJ2L v = IG--v� ;d,c; =� — l��¢ , t- -^�-/ -7 1_ Aj i DATE:�_19�9� BARTENSTEIN & ASSOCIATES, INC. SHEET: 1 BY: 19436 COLOMBO STREET BAKERSFiE'_J, CA 93308 ice No.: (805) 399-3313 FAX: (805) 399-3895 Z 7$� __.._.__...._.. .....,..._......._ - -... z C __._-... A� / -Z 7:� tj GZ i 7 COLUMN AT Al TRIBUTARY AREA= 77 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED BOTH WAYS BY 2 GIRTS-- COLUMN LIVE LOAD= 1925 LBS COLUMN DEAD LOAD= 231 LBS WALL WEIGHT= 525 LBS WIND LOAD UP (NOT NET) = 392 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 1032 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 2156 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 1651 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 2 INCHES DEEP TUBE WALL IS . 188 INCHES THICK COLUMN DOWN LOAD STRESS= 1582 PSI ALLOWABLE COLUMN STRESS= 19622 PSI UP LOAD STRESS (+ IS TENSION) = 1143 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI /-/j COLUMN AT LINE A CENTER COLUMNS TRIBUTARY AREA= 126 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED WEAK WAY BY 2 GIRTS-- GIRT LOAD= 701 LBS (WIND LOAD) COLUMN LIVE LOAD= 3150 LBS COLUMN DEAD LOAD= 378 LBS WALL WEIGHT= 335 LBS WIND LOAD UP (NOT NET) = 970 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 1453 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 3528 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 2703 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 30000 PSI COLUMN IS 2 INCHES WIDE BY 4 INCHES DEEP TUBE WALL IS . 12 INCHES THICK COLUMN DOWN LOAD STRESS= 2552 PSI ALLOWABLE COLUMN STRESS= 10529 PSI UP LOAD STRESS (+ IS TENSION) = 1293 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI COLUMN SIDE LOAD STRESS= 27974 PSI ALLOWABLE SIDE LOAD STRESS= 40000 PSI COMBINED COMPR STRESSES (TO BE LESS THAN 1) =0 . 72 I I I I I COLUMN AT A3 TRIBUTARY AREA= 279 .5 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED WEAK WAY BY 2 GIRTS-- GIRT LOAD= 430 LBS (WIND LOAD) COLUMN LIVE LOAD= 6987 LBS COLUMN DEAD LOAD= 838 LBS WALL WEIGHT= 580 LBS WIND LOAD UP (NOT NET) = 2152 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 733 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 7826 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 646 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 4 INCHES DEEP TUBE WALL IS . 12 INCHES THICK COLUMN DOWN LOAD STRESS= 5661 PSI ALLOWABLE COLUMN STRESS= 10529 PSI UP LOAD STRESS (+ IS TENSION) = 950 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI COLUMN SIDE LOAD STRESS= 17165 PSI ALLOWABLE SIDE LOAD STRESS= 40000 PSI COMBINED COMPR STRESSES (TO BE LESS THAN 1) =0 .47 i i COLUMN AT B1 TRIBUTARY AREA= 405 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED WEAK WAY BY 2 GIRTS-- GIRT LOAD= 1415 LBS (WIND LOAD) COLUMN LIVE LOAD= 10125 LBS COLUMN DEAD LOAD= 1215 LBS WALL WEIGHT= 675 LBS WIND LOAD UP (NOT NET) = 3118 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 1731 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 11340 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 2123 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 6 INCHES DEEP TUBE WALL IS . 12 INCHES THICK COLUMN DOWN LOAD STRESS= 6088 PSI ALLOWABLE COLUMN STRESS= 18417 PSI UP LOAD STRESS (+ IS TENSION) = 1292 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI COLUMN SIDE LOAD STRESS= 30475 PSI ALLOWABLE SIDE LOAD STRESS= 40000 PSI COMBINED COMPR STRESSES (TO BE LESS THAN 1) =0 . 79 i� I COLUMN AT Cl TRIBUTARY AREA= 203 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED BOTH WAYS BY 2 GIRTS-- COLUMN LIVE LOAD= 5075 LBS COLUMN DEAD LOAD= 609 LBS WALL WEIGHT= 945 LBS WIND LOAD UP (NOT NET) = 1563 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 2645 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 5684 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 3301 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 2 INCHES DEEP TUBE WALL IS . 188 INCHES THICK COLUMN DOWN LOAD STRESS= 4171 PSI ALLOWABLE COLUMN STRESS= 19622 PSI UP LOAD STRESS (+ IS TENSION) = 2634 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI - - - � - - - I COLUMN AT C2 TRIBUTARY AREA= 405 SQ FT COLUMN LENGTH= 14 .3 FEET --COLUMN IS BRACED WEAK WAY BY 2 GIRTS-- GIRT LOAD= 429 LBS (NOT A WIND LOAD) COLUMN LIVE LOAD= 10125 LBS COLUMN DEAD LOAD= 1215 LBS WALL WEIGHT= 540 LBS WIND LOAD UP (NOT NET) = 3118 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 3999 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 11340 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 3944 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 4 INCHES DEEP TUBE WALL IS .12 INCHES THICK COLUMN DOWN LOAD STRESS= 8203 PSI ALLOWABLE COLUMN STRESS= 10529 PSI UP LOAD STRESS (+ IS TENSION) = 3283 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI COLUMN SIDE LOAD STRESS= 17098 PSI ALLOWABLE SIDE LOAD STRESS= 30000 PSI COMBINED COMPR STRESSES (TO BE LESS THAN 1) =0 . 65 COLUMN AT C3 TRIBUTARY AREA= 608 SQ FT COLUMN LENGTH= 14 . 3 FEET --COLUMN IS BRACED WEAK WAY BY 2 GIRTS-- GIRT LOAD= 214 LBS (NOT A WIND LOAD) COLUMN LIVE LOAD= 15200 LBS COLUMN DEAD LOAD= 1824 LBS WALL WEIGHT= 1890 LBS WIND LOAD UP (NOT NET) = 4681 LBS --NET WIND LOAD AT TOP OF FOUNDATION (+IS UP LOAD) = 3603 LBS --LIVE LOAD + DEAD LOAD AT TOP OF FOUNDATION= 17024 LBS --HORIZONTAL LOAD AT TOP OF FOUNDATION= 3622 LBS COLUMN END FIXITY-K= 1 COLUMN MATERIAL YIELD STRESS= 50000 PSI COLUMN IS 2 INCHES WIDE BY 4 INCHES DEEP TUBE WALL IS . 12 INCHES THICK COLUMN DOWN LOAD STRESS= 12314 PSI ALLOWABLE COLUMN STRESS= 10529 PSI UP LOAD STRESS (+ IS TENSION) = 3973 PSI ALLOWABLE UP LOAD STRESS= 40000 PSI COLUMN SIDE LOAD STRESS= 8549 PSI ALLOWABLE SIDE LOAD STRESS= 30000 PSI COMBINED COMPR STRESSES (TO BE LESS THAN 1) =0 .41 I I I I LOCATION: Al 04/14/98 ANCHOR BOLTS PER 1994 UBC 1925.2(For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 2 Inches Between 1st Pair of Bolts (if#is>1): 2.83 Inches to Other Bolt(if#is 3): 0 Inches Between 1st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.5 Embedment Depth (inches): 8 Minimum Edge Distance for Maximum Tensile Strength (inches): 8.00 Minimum Edge Distance for Maximum Shear Strength (inches): 5 Selected Edge Distance (inches): 8.00 #of bolts with selected edge distance less than min edge dist for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allowables Permitted? (YIN): Y Strength Reduction Factor(.65 or.85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (Y/N): N Shear Load (lbs): 1,651 Live, Seismic, Wind? (L,S,W): W Tension Load (lbs): 1,032 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 374.97 SQ IN Bottom Area (At) 2.56 SQ IN Factored Shear Load (Vu) 4,210 LBS Factored Tensile Load (Pu) 2,632 LBS Vs Shear Strength 23,520 LBS VC 18,106 LBS PHI VC 11,769 LBS Ps Tensile Strength 20,448 LBS Pc 61,208 LBS PHI PC 39,786 LBS INTERACTION 1/PHI*L(PuiPc)112+(VU/VC)^21 — 1 0.086 (PU/Ps)^2+(Vu/Vs)^2 - 1 0.049 1/PHI*(PU/Pc) — 1 0.066 1/PHI*(VuwVc) — 1 0.358 I I h� LOCATION: FACE A CENTER COLUMNS 04/14/98 ANCHOR BOLTS PER 1994 UBC 1925.2(For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 2 Inches Between 1st Pair of Bolts (if#is>1): 4 Inches to Other Bolt(if#is 3): 0 Inches Between 1st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.5 Embedment Depth (inches): 8 Minimum Edge Distance for Maximum Tensile Strength (inches): 8.00 Minimum Edge Distance for Maximum Shear Strength (inches): 5 Selected Edge Distance (inches): 8.00 #of bolts with selected edge distance less than min edge dirt for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allowables Permitted? (YIN): Y Strength Reduction Factor(.65 or.85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (Y/N): N Shear Load (lbs): 2,703 Live, Seismic, Wind? (L,S,W): W Tension Load (Ibs): 1,453 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 401.44 SQ IN Bottom Area (At) 3.44 SQ IN Factored Shear Load (Vu) 6,893 LBS j Factored Tensile Load (Pu) 3,705 LBS Vs Shear Strength 23,520 LBS VC 18,106 LBS PHI Vc 11,769 LBS Ps Tensile Strength 20,448 LBS Pc 65,690 LBS PHI Pc 42,699 LBS INTERACTION 1/PHI*[(PUiPC)^2+(VUNc)^21 <= 1 0.228 (PU/Ps)^2+(VUNs)^2 <= 1 0.119 1/PHI*(PU/PC) <= 1 0.087 1/PHI*(Vu/Vc) <= 1 0.586 r ' r M � I LOCATION: B1 04/14/98 ANCHOR BOLTS PER 1994 UBC 1925.2(For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 2 Inches Between 1st Pair of Bolts (if#is>1): 4 Inches to Other Bolt(if#is 3): 0 Inches Between 1 st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.5 Embedment Depth (inches): 8 Minimum Edge Distance for Maximum Tensile Strength Cinches): 8.00 Minimum Edge Distance for Maximum Shear Strength (inches): 5 Selected Edge Distance (inches): 8.00 #of bolts with selected edge distance less than min edge dist for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allowables Permitted? (Y/N): Y Strength Reduction Factor(.65 or.85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (Y/N): N Shear Load (lbs): 2,123 Live, Seismic, Wind? (L,S,W): W Tension Load (lbs): 1,731 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 401.44 SO IN Bottom Area (At) 3.44 SQ IN Factored Shear Load (Vu) 5,414 LBS Factored Tensile Load (Pu) 4,414 LBS Vs Shear Strength 23,520 LBS VC 18,106 LBS PHI VC 11,769 LBS Ps Tensile Strength 20,448 LBS Pc 65,690 LBS PHI Pc 42,699 LBS INTERACTION 1/PHI*[(PwPc)12+(VuiVc)^2] — 1 0.144 (Pu/PS)^2+(VuNs)^2 - 1 0.100 1/PHI*(Pu/Pc) — 1 0.103 1/PHI*(VU/VC) — 1 0.460 I I LOCATION: C1 04/14/98 ANCHOR BOLTS PER 1994 UBC 1925.2(For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 3 Inches Between 1st Pair of Bolts(if#is>1): 4 Inches to Other Bolt(if#is 3): 2 Inches Between 1st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.5 Embedment Depth (inches): 8 Minimum Edge Distance for Maximum Tensile Strength (inches): 8.00 Minimum Edge Distance for Maximum Shear Strength (inches): 5 Selected Edge Distance (inches): 8.00 #of bolts with selected edge distance less than min edge dist for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allcwables Permitted? (Y/N): Y Strength Reduction Factor(.65 or .85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (Y/N): N Shear Load (lbs): 3,301 Live, Seismic, Wind? (L,S,W): W Tension Load (lbs): 2,645 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 321.77 SQ IN Bottom Area (At) 8.06 SQ IN Factored Shear Load (Vu) 8,418 LBS Factored Tensile Load (Pu) 6,745 LBS Vs Shear Strength 35,280 LBS Vc 27,159 LBS PHI VC 17,653 LBS Ps Tensile Strength 30,672 LBS Pc 53,878 LBS PHI Pc 35,021 LBS INTERACTION 1/PHI*[(PU/Pc)^2+(VUNc)^2] <= 1 0.172 (PU/Ps)^2+(Vu/Vs)^2 <= 1 0.105 1/PHI*(Pu/Pc) <= 1 0.193 1/PHI*(VuNc) <= 1 0.477 LOCATION: C2 04/14198 ANCHOR BOLTS PER 1994 UBC 1925.2(For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 2 Inches Between 1st Pair of Bolts (if#is>1): 4 Inches to Other Bolt Cif#is 3): 0 Inches Between 1st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.5 Embedment Depth Cinches): 8 Minimum Edge Distance for Maximum Tensile Strength (inches): 8.00 Minimum Edge Distance for Maximum Shear Strength Cinches): 5 Selected Edge Distance Cinches): 8.00 #of bolts with selected edge distance less than min edge dist for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allowables Permitted? (Y/N): Y Strength Reduction Factor (.65 or.85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (Y/N): N Shear Load (lbs): 3,944 Live, Seismic, Wind? (L,S,W): W Tension Load (lbs): 3,999 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 401.44 SO IN Bottom Area (At) 3.44 SQ IN Factored Shear Load (Vu) 10,057 LBS Factored Tensile Load (Pu) 10,197 LBS Vs Shear Strength 23,520 LBS VC 18,106 LBS PHI Vc 11,769 LBS Ps Tensile Strength 20,448 LBS Pc 65,690 LBS PHI Pc 42,699 LBS INTERACTION 1/PHI*[(PuiPc)^2+(VuNc)^21 <= 1 0.512 (PU%Ps)^2+(Vu/Vs)^2 <= 1 0.432 1/PHI*(Pu/Pc) <= 1 0.239 1/PHI*(Vu/Vc) <= 1 0.855 LOCATION: C3 04/14/98 ANCHOR BOLTS PER 1994 UBC 1925.2 (For normal weight concrete) Anchors in a group are closer together than 2 X their embedded length. #of Anchor Bolts in Pattern: 1 Inches Between 1st Pair of Bolts(if#is>1): 0 Inches to Other Bolt(if#is 3): 0 Inches Between 1st&2nd Pair of Bolts: 0 Anchor Bolt Size UNC Coarse Thread (decimal inches): 0.625 Embedment Depth Cinches): 8 Minimum Edge Distance for Maximum Tensile Strength Cinches): 8.00 Minimum Edge Distance for Maximum Shear Strength (inches): 6.25 Selected Edge Distance (inches): 8.00 #of bolts with selected edge distance less than min edge dist for max tensile strength: 0 Anchor Bolt Ultimate Tensile Strength (psi): 60,000 Concrete Strength (psi): 2,500 Increase of 1/3 in Allowables Permitted? (YIN): `( Strength Reduction Factor(.65 or.85): 0.65 Special Inspection Provided? (Y=multipier of 1.3, N=multiplier of 2): N Embedded in Tension Zone of a Member? (YIN): N Shear Load (lbs): 3,622 Live, Seismic, Wind? (L,S,W): W Tension Load (lbs): 3,603 Live, Seismic, Wind? (L,S,W): W RESULTS Slant Area (As) 317.60 SQ IN Bottom Area (At) 0.69 SO IN Factored Shear Load (Vu) 9,236 LBS Factored Tensile Load (Pu) 9,188 LBS Vs Shear Strength 18,420 LBS VC 14,180 LBS PHI Vc 9,217 LBS Ps Tensile Strength 16,272 LBS Pc 51,503 LBS PHI Pc 33,477 LBS INTERACTION 1/PHI*[(PU/PC)^2+(VUNc)^21 <= 1 0.702 (PU/Ps)^2+(VuNs)^2 <= 1 0.570 1/PHI*(PU/Pc) <= 1 0.274 1/PHI*(Vu/Vc) — 1 1.002 w i-.40j i D="' 19�436 NSTEIN & ASSOCIATES, INC• SHEET:6OLOMBO STREET BAKERSFIELD, CA 93308 JOB No.:9-3313 FAX: (805) 399-5895 /pJ �cH�Ki —........ r ................. 0 e L ts4xZx . I Z 7—�'._...R'1 D %�.%.4 m =.'CGS /� !"v— 17 —tL = 7Y2,/ ——...... —— — t z-, z r i i DATE: � BARTENSTEIN & ASSOCIATES, INC. S7 'rt BY: 19436 COLOMBO STREET BAKERSF'E;3, CA 93308 i�IN (805) 399-3313 FAX: (305) 399-5895 Z7S� _.......... ____._. . 45-20,7 # t-,2 i I / r/u — — -7 Caz_ .�if1 s +Z = �zZ �:eJi,�.r�J ..._......_....._._.._..._........_....._. _ _..... .. _ -.._...._ . ...-_ _._.... .. - - - ._....._ _ ._..._...___._........_............ . .. _....._..__..__._......... ,.� I I I SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--A1 SIDE DIMENSION= 1 . 75 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 2156 LBS CONCRETE WEIGHT= 459 LBS TOTAL DOWN LOAD= 2615 LBS U DOWN LOAD SOIL PRESSURE= 854 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 1032 LBS 0' UPLOAD RESISTANICE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 1390 LBS SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--FACE A CENTER COLUMNS SIDE DIMENSION= 2 . 25 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 3528 LBS CONCRETE WEIGHT= 759 LBS TOTAL DOWN LOAD= 4287 LBS DOWN LOAD SOIL PRESSURE= 847 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 1453 LBS UPLOAD RESISTANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 2028 LBS SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--A3 SIDE DIMENSION= 3 . 25 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 7826 LBS CONCRETE WEIGHT= 1584 LBS TOTAL DOWN LOAD= 9410 LBS DOWN LOAD SOIL PRESSURE= 891 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 733 LBS UPLOAD RESISTANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 3385 LBS i a SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--31 SIDE DIMENSION= 3 . 75 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 11340 LBS CONCRETE WEIGHT= 2109 LBS TOTAL DOWN LOAD= 13449 LBS DOWN LOAD SOIL PRESSURE= 956 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 1731 LBS UPLOAD RESISTANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 4825 LBS SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--C1 SIDE DIMENSION= 2 . 67 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 5684 LBS CONCRETE WEIGHT= 1069 LBS TOTAL DOWN LOAD= 6753 LBS DOWN LOAD SOIL PRESSURE= 947 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 2645 LBS UPLOAD RESISTANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 2974 LBS I SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--C2 SIDE DIMENSION= 3 . 75 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 11340 LBS CONCRETE WEIGHT= 2109 LBS TOTAL DOWN LOAD= 13449 LBS DOWN LOAD SOIL PRESSURE= 956 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 3999 LBS UPLOAD RESISTANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 5600 LBS SQUARE FOOTING ON CLASS 5 SOIL FOOTING LOCATION--C3 SIDE DIMENSION= 4 . 5 FEET TOP OF FOOTING TO GRADE= 4 INCHES DEPTH BELOW GRADE= 12 INCHES LIVE LOAD + DEAD LOAD= 17024 LBS CONCRETE WEIGHT= 3037 LBS TOTAL DOWN LOAD= 20061 LBS DOWN LOAD SOIL PRESSURE= 991 PSF ALLOWABLE SOIL PRESSURE= 1000 PSF NET WIND LOAD UP= 3603 LBS UPLOAD RESIST_ANCE (WITH EARTH WEIGHT & 2 FT OF SLAB) = 5735 LBS CITY OF ARLINGTON "CONSTRUCTION .q ._ N PERMIT ❑ COMYINATION Q/BUILOING ❑ MECHANICAL Cl PLUMBING 0 SIGN PERMIT NO. 3 j S OWNER Q MAIL ADORLSS CITY 21► ►NOf/ icM ARCnn L<T OR oesK.nLRr MAIL ADDRESS city zip c nt AL CON A ��f CJ �✓1'-'�l� cy}�� tv NnNL O LI F1FT— MICIfA tCAL CONTRAC it MAIL ADOPTS$ CITY LIP MIOIV[ LICENSE I /�6SS,6 CZ/v J CF rtWA0WGCONtRACT0* MAIL AOORESS City LIP PHONE LICENSE P CLAS Of W.K NIW QADDITION �AL TERATION QRE/AIR ❑DELTOLINON ❑AUILUING RELOCATION �VAIUAiION O/WORK Of}Llititt.Ws) N M Sl U 11)I Of IIIILDINC , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- llWl U k I IILw Eo1L R1 SIIG.N @LO lA Al JAL"f R C00,10 TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- .�� SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI PLUCK . OF �__ __�_ � WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE { — L/ GRANTINGOF A PERMIT DOES NOT PRESUMETO GIVEAUTHORITY TO 'NitAt& S Q --— / G VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER FROM PAOPERJY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF L9Z2� Sr',r !1a CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. IOEAWRl1G 7 ! C l s�aNAtuudflv.rRACT rMO111i1DACfMT [MTE X Its C8VDa ONLY) PWL MNO WNCHMWAL NO- TYPB OP PIlPURB P8E N.FIXTURER ma. Ty PB OP 1M/!!P! P® Ir PI%7VR@L VATBR CImEr I R CORD. -Ill. C& wim.1a. 1ATIefusTTON trS-IIJ.K Re VMOR.Y IWAS/I 11"M R.iltS-Ill.8A. .Re" 1 AS mw AIC.UNtry NNAOE&L kNIP,Re- SINKADIOOIAL 0911=1 A18 SPOMM-`E. um t4tIR,A9 AIL 11EAIM-E.T.U. _ VifDRY Y rcHEATm-B.T.U. IA 111W AFWIATtVE000LMS f!DRYMA L 11INTILLTION PAN NO POV1rTAIN OR 110O0 W161AMRC.UL R DRAIN LS 14"ItLINO UNIT- C"s UM ITATTAK"ll HOVE ROOF DRAINS-RAINI nAtUt"NNK AfMALIMPIIIFL1C0•CIIIMNBY IN[ TYKE-BAR.mr- PATBR 11DAT= um"Put O t.t FSM,MI.1. F.1S r Rw.,fr b. .Ad" L10TOTAL RU IMAL TOTAL.FU SVTAL PM Slut.YANI))ICI RACt SIRLLI SLIVALIL RLA TA*U 1LI ILACR PLANNECIL CNLINKA PLAN CNECC ILL �>) ITT 7 (I - RICINT NO Usl/ 1 LOT ANLA VACANT lit[ © S YES 1-1 NOFEES VALUATION FEE I Y CON" 1 IITx urANNLY 4RMF two.OF BIrELLIPIG WAYS PLAN CFI[CKM VG W 011lb, `(f� No.or%TootmI MAX.00C LOAD ' s 7 /ZOO I PLUMNINO 1 IRf S►R INKI,LAS Rl WIRED -- YES NO MEUTAMM COMMENTS STATE IILM Cum "Rn.I CM SURCHARGE RECEIVED PO4AL1Y Sic.301I.1 WATERISE101M FEES (JUN 2 4 1998 TOTAL PfAkUT VAUBATM CITY OF gRLINGTON "I"m vmak ED.NT1fB9"fDL,HNB "1.IF&mcm PAID _ CR. „' cc!ASSESSOIP,APPLICANT.T1IEASURER.FLOG.OEPT bulto cOPF.i1L DATE RECORDS COPY ZO'd 6£:ZT 86, LZ unf 906£-S£b-09£:xpa uOlaull-j fo 6113 � -,� f f I BLS �, G P=N1I'I' 2PIsICA - S CHIC = RES & DUPiZ� C0N13f & Lim A..PPLJC ATION` APor rC ATION STI'E PLAIN = PLAY A.RCF. DRAWINGS ARCS. DRAWI'CS STRUCT DRAWWGS =UCT DRA �-GS L EGAL DES I0 LZ- AL DES + i lOiti ,\J=GY C.-A.LCS '. GY CALCS STORM DRAII",iAC-E STORM DRAYAGE s rsc TA tig DESIGV SEP A CHEST UI�.i7'Y DRAWINGS STRUCT CALCS Tnree ( 3 ) ccmes or e-ach, arr rem-..d Four ( 1r) codes or eacfi are ��_ d for arclication for armlimdon ZONING =ACMS: F,--,C ' USE REAR LOT COVEELA.GE SIDE PEP= TBAC=G -Name: 1, Permit s. , Project Type: (Q Date Recve:i Jt 1j�(f, ;:; DISTRMT-= REITURNED DLS'I'RZBUTED 7 Public Way E3cireenng -7 �j g Fire Dept Zahn Farrens Date reed rar ins Date resub= ted wWi dons Date ready to issue: Dale issued: 3uu'dlformslc.9eckL c � ., ,� 1 �,�; t�1y 41998 MOS a)AY HANGARS NEW LEGAL DESCf ITION CITY OF ARLINGGTON _ 98 - 3177: a ALL THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 4 00'06"WEST ALONG THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF 1371.41 FEET; THENCE SOUTH 85 57'18" WEST A DISTANCE OF 130.00 FEET TO A POINT ON THE WESTERLY MARGIN OF 59TH DRIVE N.E.; THENCE NORTH 4 00'06"WEST A DISTANCE OF 517.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 85 57'18"WEST A DISTANCE OF 504.58 FEET TO A POINT WHICH IS 669.57 FEET EAST OF THE NORTHERLY PROJECTION OF THE CENTERLINE OF THE ARLINGTON AIRPORT RUNWAY 16-34, AS MEASURED AT RIGHT ANGLES THERETO; THENCE NORTH 4 11'40"WEST A DISTANCE OF 251 FEET; THENCE NORTH 85 57"18"EAST A DISTANCE OF 505.04 FEET TO A POINT ON THE WESTERLY MARGIN OF 59TH DRIVE N.E.; THENCE SOUTH 4 00'06"EAST A DISTANCE OF 251 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON t� CITY OF ARLINGTON Building Department PLANNING AND ZONING REVIEW I. ZONING CORLIANCE: A. Zone Classification B. Permit Use: Yes No C. If no, extension of non conforming use: D. Minimum lot size required: Shown E. Yard Requirements: Required Shown 1. Front 2. Side 3. Rear F. Height limitations, Maximum G. Landscaping and plan required: Yes NO- H. Parlang: 1. Off street parking required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No II. LOT COVERAGE: A. Allowed: More/Less Shown: Approved DETERMINATION OF S.E.P.A. CATEGORICAL EXERTION Action/ Application Title: SFR Brief Description Of Action: EXEMPT Code reference allowing exemption: W.A.C.197-11-800 1(b) Person malting determination: Date: .C• ti ■ 1: ACCOUNT NO. FILE CITY OF ARLINGTON WAT & SEWER DEPARTMENT APPLIC�-;ION }D� Application is hete made by the undersigned property owner for all water and sewer service required or used for anyZ I ! n r,iraose at � N� in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated diprges.rthe exact chhargeswill ba determined and payable immediately upon completion of the installation: Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .t. . . .-.. . . . . Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Tap-In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S F Cr Service Connection Charge (Metering Charge) . . . . . . . . . . . . . . . . . . . . . . . . . S Z o L } (� wl- a. Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 a Sewer Main Extension. r owWa- w � tiv Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S LLLJo � LL. W LL W 0 c' v Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z S C � J w w 2,L�00 z ��—��, Vic, cr.- ,y s z cr �, P: = o - Sewer Service`Eewwo T 0 0 0 (n � ` aw z Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. Mb_-:�5 &u Ali I hereby authorize the following tenant, a to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall RECEIVED not relieve the property from liability for water charges incurred. DEC 16 1999 I understand that the City will use all reasonable effort to maintain uninterrupted service, bubfeaFsptRLIV -Al"ut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. r i �� �r 1 1 t0 - OWNEP--- DtiTE C+,,�� t ESQ 7U�-r✓ a P 6-09-1998 6:48AM FROM MOSSBAYACOMPANIES 2063484975 P. 1 MOSS BAY CONSTRUCTION,INC. 2719 Taylor Drive•Everett,WA 98203 Tel:(206)827-6588 6 VAX(206)348-4975 WCL:MOSSBCD 016F TO: DATE: ATTENTION: PHONE: SUBJECT: FAX 3- TIME- FROM: Russ Keyes FAX #: 425-348-4975 '\ NossBa Construction Office: -.� y 0�_ice: 42., 827-6588 E-Mail: mossbay@ix.netcom.com NUMBER OF PAGES: 3 Message: � � �.� � T- ..' `tc�, I 6-09-1998 6:50AM FROM MOSSBA` *COMPANIES 206348a975 P_ 3 /� •p x I Ira 1 ] X / x 15. 139.9 133.8 X � V/ X x x 139,6 t 40.9 ' CB `138.5' I F 140 140.1 139.9 3 X2 /141 138.3 139.2 9.7 x 141.7 j x X X, 1 y` 139.5 1 6. ,1x ( 14. 1 1 x i3q.6� 4 140,2 139.6 140.5 140,2 1 X MN x 141,3 140.3 14f.1 X 1 I cs x -� 141.4 1 140.3 1 '7 141. X421 139.6 x I x x 139.1 X 140.2 MIG I x I 142 2 X 14 CB x 140.1 1 S.s X 1 ���rcr1Z. t4x.7 ' 141. 1 x 42 139,J 14t 140.9 X X 1 .6x x .2 x C8 Paved X X 140.4 X 142.5 140.4 X X x 140. t 9' 1 N 430,0( ' co � I X 141.3 141. 141.8 ' X xx 141.1 1 1 x x 140.5 1 X 141 6 I x 140.9 x xl 1 prr I 1402 ` 140,3� �� Q f .4`I I x I i". 140.8 1411.1 x ex • I -"� 141.3 CB 140,3 x x 140.8 x k 0ce 5 141,3 's Inr � 140.2 l 1 142.1 I 139.� Paved x 39.t 1 C8 MM , 141.5 x 140.8 0 f 1 X 142,2 0 1I J x co 140,3 140,5 �MM M f1H x x x 142.1 x 110.1 140.9 140.5 x 141.3 X x 141.1 141.2 x x 139. ' I X 1' 140,2 140.5 x t 0�6 x 14 g i 140.8 140,3 X I X ". N a. x _ 4 I I 1 X 0 1 140.1 13 7 140.4 40. 1 x 140 X 1591 139.5 140.1 1 / 139.4 139.5 x X X + 139.8 r^ ' :� - � � - I f ,,; 6-09-1998 6:49AM FROM MOSSBAY"COMPANIES 2063464975 P. 2 Arlington Proposed Sewer Elevations MAN+DLE Length TE IE Depth North 1 140.07 128.67 11.4 2 280 139.69 130.07 9.62 3 226 140.38 131.2 9,18 4 410 140.58 133.25 7,33 5 380 140.12 135.15 4,97 South 6 139.07 132.97 6.1 4 250 140.58 134.22 6.36 5 350 140.12 136.12 4 3 310 140.38 135.77 4.61 82gi-1 ed Depth Avail.Depth Dffymnce N.Condos 226 139.6 2.26 3.48 1.22 PMM 175 139.52 1.75 3A 165 S.Condo 0 138.88 0 2.76 2.76 Metal Fab 100 140.35 1 4.23 3.23 MBA 65 139.16 0.65 3.38 2.73 Sewer T 138.1 City of Arlington Building Deg'" FIRE DEPARTMENT C1LCKti,,,f DATE: NAME: ADDRESS: �� alc�.� -1 �C, NCC�- BUILDING USE: JAt c c c cai -1 h?i.,i kc: t'f C OCCUPANCY CLASSIFICATION: A B E F H F-172 12.1131 4 1 1 2 T-3—] 1 1 2 1 1 2 1 3 1 4 1 5 6 7 I M R S U 1.1 1.2 r2T3 1 3 1 1 2 3 1 4 1 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: x Required: Fire lane: / S c Sprinkler system: /V Alarm system: /Iw Knox Box: A)Q Fire extinquishers: _i1FS Hydrant: # of hydrants required: 7 Location of Hydrant: 6- 1 Sr tt 014,,-= R E C E I y sp Location of Knox Box: / 4n 1 1998 Location of Fire Extinquishers: t O t+l TY OF ppLINGTO Fire Flow requirements: . L.,CoL- Location of address on building: FIRE DEPT: f cr Date: Z r Signature Build\form%dchecklist I 'I III - I I� �I I � I 'I - a 'I I REQUIRED FIRE FLOW FOR��nSS & UIAf/ PERMIT 0 3 77 A. DETERMINE THE TYPE OF CONSTRUCTION 1 1. Wood Frame (C=1. 5) 2. Ordinary (C=1. 0) �✓ �1 3. Noncombustible (C-0. 6) 4. Fire Resistive (C=0. 6) B. DETERMINE THE GROUND FLOOR AREA ,w C. DETERMINE THE HEIGHT IN STORIES D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. CREDIT (SUBTRACT) SURCHARGE (ADD) TOTAL if DETERMINE CREDIT IF ANY FOR CREDIT (SUBTRACT) AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL G. DETERMINE THE TOTAL SURCHARGE SURCHARGE (ADD) FOR EXPOSURES. DO NOT ROUND OFF. TOTAL ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. TOTAL *EXPOSURES 1) NORTH ADD X 2) SOUTH X 3) EAST X 4) WEST X OTAL x COMPLETED BY TITLE_ DATE - � �r - � i � City of Arlington Building Deer' FIRE DEPARTMENT CHE _KL.- T PERMIT # 9 �"'" DATE: NAME: 'Moss, A tT_ 01 a TA o ADDRESS: lC( � �.�. ��1 D 2 N� LEGAL: _ys 3 1 o r — 4 — U ( Z_ BUILDING USE: 41 V-C-ra-�j kjhj5,j� 0 OCCUPANCY CLASSIFICATION: A B E F H F172 12.1131 4 1 1 2 = 1 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 1 2 1 3 -T 1 3 1TT12 34 5 -T 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected &completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\form\fdchecklist I At AN 1 1 l tpTd'1 b Ilb71 ialurlai - - 0 T IT It �a �111 i�■.� 'i �� � i? IYi I — 1 10� -r-n r T — I_ r ■, 1dl- or I I I' - f "I II LRl I ' _ — fly _ I 6 A lmnp■-s rill CC— C. liL ■ !;LM L41 Y.111- A . JIi1 I11 11 ■ 111 1 rmllil' ►rirt,ll I - III w III or,ti i IITM -h i■ TT ' i i ill onddh i - som m r som TiI • � _ _ _ I �I �� I I II"I' - - r., ■.ii3 I Do r CityfQf- !Jngton_._.,.gD9CPUIiLTC W .� 1 { C KLIST PERMIT # - 2, _7 DATEt ACCOUNT # NAME: (AMS 19-AA A V I r\T( OfJ ADDRESS: �`� _� � �c'._ LEGAL: ( 05 r " BUILDING USE: C # OF BUILDING UNITS: F TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: V HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: ✓ GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: f SEWER REQUIRED: Off site ✓� N 01�j 41{D, rZ= On site CURBS: Off site 01 N On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site RECEIVED On site 1998 PRETREATMENT DISCHARGE PERMIT: YES NO CITY OF ARLINGTON WATER/SEWER FEES PAID: YES NO �, Build\fonns\u-check K064v"",' ,�n ADO 6PP—c --mmlomm•. - - T-1- _ � l ' - - • I 111gTP• 1 1 11, l 1 n J I I IT =ri iia Jil •5 Ili � ' � ' I "44� r' t SLATER DEPARTMENT MEMORANDUM TO: Moss Bay Aviation FROM: Karen Latimer SUBJ: Initial Cross-Connection Control Review Building Permit#98-3177 DATE: August 21, 1998 I have completed my review of the drawings submitted with building permit#98-3177. Listed below are my comments and questions. 1. The plans show sewer connection to the building, they do not show water connection to the building. Will both water and sewer services be connected to the building? 2. What size of water meter is needed? 3. Will a bathroom be installed in the building? 4. Will a fire sprinkler system be installed? After I receive the requested information I will complete a final review and notify you of all cross- connection control requirements. Please call me at (360)435-3811 if you have any questions. Q � �ti CITY OF ARLINGTON `'+CONSTRUCTION ;q w PERMIT ❑ COIARINATION BUILDING ❑ MECHANICAL ❑ PLUMBNNG ❑ SIGN PERMIT NO. 307 j owl- MAIL ALSS CITY moss (J� , 2�i� i a'r�� �2. scly rx [ 5.M 3 ARCHITECT oR OISK.NLK 1 MAIL AOORLSS CITY 21F IlmoNt L All N10RLSS•,�' .! IVtiI/1C.• _ W�f'. • J•• w —l- V- E TA Al MAIL REST/� CRY LIP 19,76sS AC 101 GF' FLUM411EGCONTRACTOR MAIL ADORES% C1Tv EI► P40NE LICENSE CLAS Ot WORK NIW AUUIfION ALTERATION ❑REPAIR ❑DEMOLI fION ❑BUILDING RELOCATION {VALUAIIONOI WORK I 1 (N' Qtj. IRE THY M U USL q W{►DIN0. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- LL4nL u r ION OPL T SHOWN L 1 ALN 1 I % TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI RLUCK • or� �� WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUMETO GIVE AUTHORITY TO 4&14-4— 5- 3 0 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER FROM PROP v TA x STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SaNATURE OF EONT%IcTqW6ijiftH0ftlW ACAM OAH Joe ADD LS. f x (d FlCB Un ONLYT PLUMSINO WOMIANCAL NO, Tym Or POTTURB PAR ef PJJvTURw NO. 0AISFMSO PROP IPMN" PRB m BL ATRR cLmOr IIBP) TO-111. THTUII ON VATORY AVI{AfIN BA. RA•• r-UNlTff- NNADBMLSINK JtOIM OSAL SYIITBIB-BT11. USA tSMASHBS L%-B.T.U. u UNDRY TMY B-B.T.U. u :i"MO WAMM AYO1tA17YBOD01.7915 ATBR HBATXK IATUBK RINAL LTIol1 PAN Slow COMLARCUU.OLIND UNIT- CPM ACl/ULI OOP DWNB- IfLVADORS PIRBM.ICII•CNIMNBY 11K YK:B- Fes- f MATER PIPO/O d RN Mui M adEEE LTA11MAL I SUB YUTAL PB0.uIT I I PIBILIPP TTMAL PBB 11 1 TSPIAL PM StI1L VARU%L IBALR %IB►1.1 SL ISALK 'REAR tAROSLTSACK PLAN CHECK NUMBER PLANGgCK FEE FEE RECEIPT NO �v` USI/ONI l A A VACANT SITE ❑YES ❑NO FEES VALUATION FEE Imam COMI OCCU►ANCV GROUP NO.Of OWELLING UNITS PLAN CHECKING VQ HLLUI RLM No.or sumits MAX.OCG LOAD 111.19OING S PLUMBIND IF IRE SPA INKLERS R EQUIREO ❑YEf 13 ND MECHANWAL COMMENTS RECEIVED frATE RMfl4VCD ESUR CODE ALiY ODDS SURCHAYGE PENALTY U B.O. S%G,SpSId WATElISEVIE0.FEES JUN 2 4 1998 TmAL PEIMfr VAUDAHN O \�1 CITY OF ARL�N\/1'�TpN �� VVAUDATEO ON THIS SPAM DOH VOURI~ NCO" PAID _ CAP Rv- cc•ASSESk,_APPLICANT.TREASURER.8LDG DEPT O&AL COPY DATE Z0'd 62:ZT 86. ZZ 0nf 9062-S2V-092:xPA u0}BuljjH 40 fi}tD 'S I I 1 `1 y . I �• III: - I 1 nl;ION I City of Arlington Building DeI I O PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # �� -3 127 7 DATE ?� ACCOUNT # NAME: (AC)5S ADDRESS: LEGAL: I (� BUILDING USE: P # OF BUILDING UNITS: ( O TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\fortns\u-check + I'I, rJ , IL1j�� I�Ir n' 7 ri I& �:,.. r 1 1 r 1 1 r-1tiwn q■ 1 1 1 1 10 is. 0-1 I I 1 4- 1 - L1 - - � 1rri� L FJ I _T TT ti ' ■�I 1 JI L I JIL IN A-i 1 _ _ III qj I _ 1 I ill � ' 'L I 1 1� 1 . 1 I I ■ 1 ink Irllllrra ■11 Ii1 ■IITJ 1 A1 II ,A II 11 H Pi IC 1( Li •a _ II _ II . I. 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