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Home My WebLink AboutSUBMITTED PAPPERSEM P,Af;?J< *4j;i:a.00' CTURE W. H. PORTER, INC. 4240 N. 136th AVENUE HOLLAND, MI 49424 (616) 399-1963 CALCULATIONS FOR: SQUARE 16 M METAL PANEL ROOF (OPEN) STANDARD BUILDING CODE cvl� 0Ar.., pl i-20 SQRI6MU 07/17/98 PREPARED UNDER THE DIRECT CONTROL AND SUPERVISION OF: PROFESSIONAL MEMBER SCANNED BY St. Lucie County Douglas J. Koomdyl4 PE Newhof and Winer, Inc. 3975 Cascade Road SE Grand Rapids, MI 49546 616/949-5831 POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) STRUCTURAL ANALYSIS DESCRIPTION M-STRUDL structural analysis software was used to model the 3-D space frame. The`' olu�mn base joints were pinned. This structure was modeled with no torsional stiffness for the members. Similar structures hav6:�been`modeled with or without torsional properties and the results were essentially identical. The roof deck was not utilized in the structural analysis except to provide lateral support to the trusses and purlins for gravity (downward) loads. For members subject to bending and/or axial loads due to wind uplift loads, the unbraced lengths of the members was defined as the distance between braced points or the full span if not braced between supports. It. ' From the analysis, all member deflections and structure drift are within allowable limits. Light gage members were designed in accordance with the AISC Specifications and AISI COLD -FORMED SAE4,,,DESIGN„MANUAL. All field connections are made with High Strength A325 Bolts using the "Turn of Nut" method of tightening. All members with end plate connections are fabricated with continuous penetration shop welds. Welding procedures have been developed and tested for all welds used to fabricate this structure. Copies of these weld procedures have been included with this submittal. The roof slope of this structure is 4-1/4 to 12 measured parallel to the trusses and 6 to 12 measured perpendicular to the tension ring. , l 1 a i "r i t 1 BUILDING CODE: DESIGN LOADS: POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) DESIGN_ CRITERIA Uniform Building Code, 1994 Edition DEAD LOADS: Weight of Roofing System = 2 psf (flat) With Slope Weight = 3 psf LIVE LOADS: Basic Snow Load = 30 psf WIND LOADS: Basic Wind Speed = 100 mph Exposure Type "C" P = Ce*Cq*qs*Iw (UBC, Section 161B) Basic Wind Pressure qs = 25.6 psf (UBC, Table 16-F) Importance Factor Iw = 1 (UBC, Table 16-K) Height, Exposure, Gust Factor Ce = 1.06 (UBC, Table 16-G) Wind Load Distribution: Projected Area (UBC, Sec 1619.3)) ❑n Vertical Projection Cq = 1.3 (UBC, Table 16-H) On Horizontal Projection Cq = 1.2 ** (UBC, Table 16-H) ** Cq increased by .5 per UBC, Table 16-H, Footnote 1 Per UBC, Sec 1619.3, Wind on vertical and horizontal to act simultaneously. WIND LOAD on Vertical Projection = 37.6 psf WIND LOAD on Horizontal Projection = 34.7 psf s POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) DESIGN_ CRITERIA EARTHQUAKE LOADS: Seismic Zone 4 Structure Type: Ordinary Moment Resisting Steel Frame Structure meets Qualifications for Static Lateral Force Procedure per UBC, Section 1627.8. V = (ZIC/Rw) * W (UBC, Section 1628.2.1) Z = 0.40 (UBC, Table 16-I) I = 1 (UBC, Table 16-K) C = 2.75 (max) (UBC, Section 1628.2.1) Rw = 6 (UBC, Table 16-N) W = 6 psf (horiz pros including frame) EARTHQUAKE LOAD V = (0.40)(1)(2.75)/(6) * 6 = 1.10 psf LOAD COMBINATIONS: (UBC, Sec 1603.6) Dead Load plus Snow Load Dead Load plus Wind Load i Dead Load plus Wind Load plus 1/2 Snow Load Dead Load plus Snow Load plus 1/2 Wind Load Dead Load plus Snow Load plus Seismic ** ** Snow Loads of 30 psf or less need not be combined with Seismic Load. ARTFUL INNOVATIONS IN STEEL W. H.Po WC • 4240 N. I SM AV - HOLLAND M149424 DESIGN CRITERIA POLIGON STRUCTURES are designed to meet the loading requirements of the latest edition of the Uniform Building Code (UBC). The requirements of the UBC code and Standard Building Code (SBC) are shown in detail on the following pages. A comparison of the wind loading requirements for each code i as follows: Roof - Wind Perpendicular to Ridge SBC UBC Max Inward 17.3 psf Windward 37.6 psf Max Outward 17.3 psf Max Outward 18.4 psf Max Net Horizontal 34.6 psf 37.6 psf Roof - Wind Parallel to Ridge SBC UBC Max Outward 17.3 psf All Surfaces 37.6 psf Max Outward 7.4 psf Right Slope 37.6 psf Max Outward 19.8 psf Left Slope 37.6 psf Based on this comparison of the wind loading requirements, the use of the Uniform Building Code meets or exceeds the requirements of the Standard Building Code and provides a more conservative design. '::a�Q�Illlllllllll��ihl!, � � DESIGN CRITERIA Building Code: Standard Building Code Design Loads Dead Loads: Weight of Roofing System = 2 psf (on the flat) With Slope = 3 psf Live/Snow Loads: Basic Roof Snow Load = 30 psf Wind Loads: Basic Wind Speed =110 mph P = q (GCp) I Velocity Pressure q = 24.7 psf Importance Factor (1) = 1 Zone Coefficients (GCp) Perpendicular to Ridge Case 1 Windward GCp = -0.7 P = 17.3 psf Outward Windward GCp = -0.7 P = 17.3 psf Outward Case 2 Windward GCp = +0.7 P = 17.3 psf Inward Windward GCp = -0.7 P =17.3 psf Outward Case 3 Windward GCp =+0.2 P = 4.9 psf Inward Windward GCp = -0.9 P = 22.2 psf Outward Perpendicular to Ridge Case 1 All Surfaces GCp = -0.7 P = 17.3 psf Outward Case 2 Windward GCp = -0.3 P = 7.4 psf Outward Windward GCp = -0.8 P = 19.8 psf Outward POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) BUILDING MATERIALS Member Type Member Number Member Size Steel Fy Columns 1 thru 4 TS5x5x3/16 46 ksi Trusses 5 thru 8 TS6x4xl/8 46 ksi Tension Ring 9 thru 13 TS6x3x11 ga 46 ksi Truss Tail 14 thru 16 TS3.5x3.5x1/8 46 ksi Compression Ring ---------- TS5x5x3/16 46 ksi Connection Plates: ASTM A36 Connection Bolts: ASTM A325 Welding Process: Gas Metal Are Welding Welding Electrode: E70xx IN POLIGON SQUARE 16 BUILDING (OPEN - ALL.STEEL) LOADS TO FOUNDATION q Project f cppiw - ALL, STEM_ - uBL Project Number Sheet Of By TxlfC_ Date mom u noEMINMENESSIM mom El EIMEME MENIMMEMEMEEM ISEEMSEEMENINSINMESIMMEMEM POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) STRUCTURE GEOMETRY AND COMPUTER MODEL r,' Project No. Clientsl.14 . Sheet By MLNY- Project IG Date Of SC�UARG ICo - �1-.All VI�w � �1ME�>,15toU5 I.'f: , `�-La! . Le, -a, . 1,'l0 1 6►7 SroN RI uc, e� h s- 'Je, M s G°Y l GCGE OF 0V6eJ4A.)J4 ^9 \`r OV6SL NA1.1W GOI.VMIJ � s N Q a m a u 0 s� A 0 ` 3 N � F N. m � o 4 � Project No. Client W H —t oa.reQ. Sheet By t]OY Project 4725ovn2e- I[p_ Date 1 101 S Q V 41ZC Iio - CszOSS S L GTIOAI L' i"iLVSS /Ca+�o �Lrup yt�4 a A 'a 1 v �IUVEb �PSE `roP OF �bu r Qr_2si� .efR.oss __SE- c::)N-e-TrZvss Project No. Client W 14,-P c row- Sheet BY D]Y. Project SOVhOd- 11v Date Of SQVArZS 11n - iJoDc E AEAfZee. blob n n 0 ar f Q 0 NOD= K10. POLIGON SQUARE 1.6 BUILDING (OPEN - ALL STEEL) LOADINGS TO FRAME i Project No. By 17.1 K- Date {-.o A. => Ca o T'fLAAhE - V�iz:T1GAL orient UJ )4 -R- orF2 Project '550-.n� 1- OAp ° AefiA SvPPo RTEu X 1-.olo tua 00 ToTb4 . A? -EA = toy -W by 13 IB�A�A�aI G Tau 411144. C •�v 1r> S s � e 2.0 1tm.o STIZ 1 P A,-eEA A Iv.o B lo.o G b.o N 19 Sheet Of i-o 1 rzvss Te Trau I�ru� To lni� 5.09 6.91 2.Sb '1.14 o 16.0 i.o Project No. Client \d 14. e- Sheet BY D.%V- Project '�;OvAv-& Ila Date Of A. TjzuSS 3..OAD1►)4 �MEM S-$> (MEN. 13-t�� N 0 r r "Al 'U. l F,4stou l�luta �-at, 411JfI NcA 9- t2) 0 S T () Q 13� Project No. Client % ] $.l Q Sheet BY D A K _ Project _15;R • c Un Date Of 1-...0 /JDll..lb5 'C-QAME Wluo S IUCE RooF I+cTS A�S A �I1AF H CAS v. A/w� o aEoctS Mean.oees Nov-tzowrA1..LY 1 ,' A>rPLY y imo �OADS /�T NoDFsb TaTAL A Z&& -_ . L10 ?-T,. Upper- Move, Lowm �^ - N 1.IooE (L.owe¢ NooE N > � Q I.Sr 1'S.o 1.5� 14.0 �p• �i2EA -To UPPBC IvcoE Two I.,ow&2 1vooc f.� l 32 5.'►4 13.t 3 Aq c -2.410 5.23 NobE Rio. Loo,D `i 3.2a POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) r IMMIX603 • LOAD CASE DESCRIPTION TL Dead Load plus Snow Load X1 Dead Load plus Wind Load X2 Dead Load plus Wind Load plus 1/2 Snow Load X3 Dead Load plus Snow Load plus 1/2 Wind Load EX Dead Load plus Seismic Load YL FACTORS FOR VERTICAL• LOADING ( YL to be multiplied times square feet supported to obtain actual loading. ) Load Case Load Tvoe YL YL (net) (ksf) (ksf) TL Dead -.003 Snow -.030 -.033 Xi Dead -_003 Uplift +.0347 +.0317 X2 Dead -.003 1/2 Snow -.015 Uplift +.0347 -.0167 X3 Dead -.003 Snow -.030 1/2 Uplift +.0375 +.01565 POLIGON SQUARE 1B BUILDING (OPEN - ALL STEEL) MEMBER END FORCE SUMMARIES IF Project sae Ito e,7TeE I Project Humber Sheet or By T>41C Date IN Nevdiof III&WIner T L T= P-:51 T- All, Lao - 1 �i�- ! I � ! I I I! i i ! j!ijjlj!jjjz:; :1 -4-MLT- -M ef 0 �jv. -T L CMCI! -2. oo 1-1 to --- IOL- !_.oil L A sl F A41 t 41 1 i{x I I I-o'k I II !IT I if ill lil III II L --L +T i I CMLeCU; nglrieers F —�fo Q, r ti o L;s,— 6- 5-i-L L 1 1 ,Planners Project Saeae - AL-L '57TE-�E— Proiect Number Sheet Of By nw_ Date IN Newhof 111IMiner :5--1 TT 14 f t M__ 41:1a jEtw 0- _lE LOlr7! -Tl L— — C.1 iow 44 > .1c>., I I F 1 1 j 1—. i>l I .1ry I 1 4>11 f cl,> 1 1 -f14 Ill LII! III III III III _T T �I� LE11 III III III III III _! I I! I Ij I III I I I III1 I I! I! I I I I i__ l i �- T-T _F —I I I I 1 11 ! I 1 I I i I! i !II ! +H i l' I i! 1 1 ArcYitecLsi trighieers L_.G_ LiI �F ul U- Project sae , ta - ALL eaea L- - - Sheet Of By r>jV Date 11 Newhof INIO&Winer ----------- I -!:E -4 I 10 1 1 M�K - U 4>e:>! 119 1 to F. AIL! III I III III III II! III �I L I!I III III III IiI II I11 III 1I !II Ili II FT-71— Enpjrieersj i 11 Planners 1 Project L4212 i Le - Al-L Project Number Sheet or By T-,.% V— Date 10 Nevdiof 111111111111MIner +t WM41: L-- � I �-Oj r= -Z t5 -Tyr- vi k, 5110-L IL it P:Fo I-C ".'sL T 4mL3 rA-' t 4 4>1 C>C> I >! I colC>C> F >C>: F —FT-1 III III ill, L+1 471+II III III I!I III III II ill i III III- III III lil I! ArchiLecu w POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) MEMBER DESIGN Project �QQ %Lo- All Z�ME E, Proiect Number Sheet Of Date 01 Newhof 115MIner ttt P1 U 'af>: i I ffiE^ TL v I Ito F r —SA -T A-Pko A: L ki-T LAI -:5 I - F-L T —-f _ ...1... C — -- ---- :_-..----.: _.- --- I- _Engineers' panners I L —T I L NEWHUF Z. W I NE Ft - I NU (a I SC f-1 X I AL -i- EiEND I NG DES I CiPA BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION E3MUAFiE 1 4!5 — ALL STEEL_ — UEcC MEMBER NO: 1-4 LOAD COMBINATION: TL STEEL YIELD STRESS = 4 6 E: s i AXIAL LOAD = 2.37 kips MOMENT IN X-X a LEFT END = 1.3 ft-kips MOMENT IN X-X @ CENTER = 0 ft-kips MOMENT IN X-X a RIGHT END = 0 ft-kips UNBRACED LENGTH IN X-X for Bending = 8 ft LENGTH IN X-X for Axial Load = 8 ft F- in ;:-x = 2 LENGTH IN Y-Y = 8 ft Y in y-y = 2 TStff;X.- X3/ 1.S i s AdF--cau=k-�C--- fa = .6732955 ksi fb-x = 2.910448 ksi Fa = 14.68922 ksi Fb-x = 30.36 ksi Fi. a t i (--. _ _ 1 Za- 1 '7 c_3 C} 6 < 1 Governing Formula is H1.3 NEWHOF .& W I NEF:Z � I NC _ A I SC A X I AL- -- EiEND I NG DENS- I CDN BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION SG?UAFCE 16 — ALL STEEL — W]Et C MEMBER NO: 1-4 LOAD COMBINATION: X1 STEEL YIELD STRESS = 4 6 F= s i AXIAL LOAD =-2.18 kips MOMENT IN X-X @ LEFT END = 3.59 ft-kips MOMENT IN X-X a CENTER = 0 ft-kips MOMENT IN X-X a RIGHT END = O ft-kips MOMENT IN Y-Y = 1.75 ft-kips UNBRACED LENGTH IN X-X for Bending = 8 ft LENGTH IN X-X for Axial Lead = 8 ft K in ..-x = 2 LENGTH IN Y-Y = 8 ft K in y-y = 2 TSSXSX3/ J.6 1s AcJaqu-%-tE-- fa = .6193182 ksi fb-x = 8.037313 ksi fb-y = 3.91791 ksi Fa = 27.6 ksi Fb-x = 30.36 ksi Fb-y = 27.6 ksi F'e = 0 ksi F'e-y = U ksi Fea-t i a = _ 4e-291 26 :L _ 3335 Allowable Ratio increased by 1/3 for Wind or Seismic Governing Formula is H2.1 Axial.Stress is TENSION Project Scpe'L, - At-L- Lail Project Number Sheet of L.J"- 7 Date 11 Newhof INO&Winer -' I i iI'[ Imrom'-mi. Pk- r- -A SC L—L L4. —j - L—t ..... .77 —'Archi' Engineers A an�m NEWHCIF ;: W I NEF-< , I NC A I SC F1 X I AL -#- SEHr) I NG DES I C-rIV BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITIONr SC?UAFtiE 16 — ALL STEEL — UE;C MEMBER N0: 5-8 LOAD COMBINATION: TL STEEL YIELD STRESS = 4-6 i-=si AXIAL LOAD = 1.83 kips MOMENT IN X-X @ LEFT END = -.83 ft-kips MOMENT IN X-X a CENTER = .55 ft-kips MOMENT IN X-X a RIGHT END = -1.06 ft-kips UNBRACED LENGTH IN X-X for Bending = 3 ft LENGTH IN X-X for Axial Load = 9.8 ft LENGTH IN Y-Y = 3 ft Y in y-y = 1 'TS6X4-X I ZE3 is AdC--clt-«tC-- fa = .75 ksi fb-x = 3.028571 ksi Fa = 20.95791 ksi Fb-x = 30.36 ksi Fi a -1-- i. c. _ _ X 3.!Zr S Z-a- ]. 3 Gove,iiva f vi L la is H1.3 NEWHC)F" ;�. WINEFti INC A I SC A X I AL- -+- BEND I NC3 DES I CGN RASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION SGQUPkF;�E I Er — ALL STEEL -- U=cC MEMBER NO: 5-8 LOAD COMBINATION: X1 STEEL YIELD STRESS = 4-4!Ek F-=a 5- AXIAL LOAD =-1.33 kips MOMENT IN X-X @ LEFT END = 1.81 ft-kips MOMENT IN X-X a CENTER = .94 ft-kips MOMENT IN X-X a RIGHT END = .84 ft-{tips MOMENT IN Y-Y = .15 ft-kips UNBRACED LENGTH IN X-X for Bending = 9.6 ft LENGTH IN X-X for Axial Lead = 9.8 ft 1: in x-x = 1.2 LENGTH IN Y-Y = 9.8 ft K in y-y = 1 T86XZ+X Y /E3 iAC7equa-t:-L-- fa = .545082 ksi fb-x = 5.171429 ksi fb-y " .5341247 ksi Fa = 27.6 ksi Fb-x = 30.36 ksi Fb-y = 27.6 ksi F'e-x = 0 ksi F'e-y = 0 ksi Allowable Ratio increased by 1/3 for Wind or Seismic Governing Formula is H2.1 Axial Stress is TENSION Project SQ'S lLo - A L-A- Proiect Number Sheet Of By Date II Newhof 115MIner I ■ 'Ell NEENEENE 0 so MEN, OEM ME on 0 E MENNEN 0 0 0 No 0 NESSEEMEN NEEN0 0 E NEENEENN NONE MENNEN ME MEN ONMENE 0 NONE MINE NFEE WHC7F W I NEFc I NC _ A I SC A X I AL- + EiEND I "(3 DES I GN BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION SG?IJAF<E 16 — ALL STEEL — WnC; MEMBER NO: 9-12 LOAD COMBINATION: TL STEEL YIELD STRESS = 4-6 1-=s5L AXIAL LOAD =-1.12 kips MOMENT IN X-X as LEFT END = 1.62 ft-kips MOMENT IN X-X a CENTER = 1.27 ft-kips MOMENT IN X-X a RIGHT END = -1.62 ft-kips UNBRACED LENGTH IN X-X for Bending = 3 ft LENGTH IN X-X for Axial Load = 13 ft K. in x-x = 1 LENGTH IN Y-Y = 3 ft K in y-y = 1 TS6X3X 1 1GA _ i1=-� AclC--qIL-aatta fa = .5332334 ksi Fa = 27.6 ksi fb-x = 5.802985 ksi Fb-x = 30.36 ksi F'e-x = 0 ksi Ft a -t 1 c• _ - 2 1 Cy 4-!�=P 2 9 1 Governing Formula is H2.1 E - Axial -Stress -is TENSION - Y NEw"c3F= -,- W I NE Ft . I NC - A I SC A X I AL -r EtEND I NG L?ES I GN BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION S�ILJAF4E 16 — ALL STEEL — W]= -- MEMBER NO: 9-12 LOAD COMBINATION: X1 STEEL YIELD STRESS = Z-D-.S I--s s AXIAL LOAD = 1.22 kips MOMENT IN X-X a LEFT END = -3.64 ft-kips MOMENT IN X-X aD CENTER = 1.08 ft-kips MOMENT IN X-X a RIGHT END = -.85 ft-kips MOMENT IN Y-Y = .11 ft-kips UNBRACED LENGTH IN X-X for Bending = 13 ft LENGTH IN X-X for Axial Load = 13 ft K in x-x = 1 LENGTH IN Y-Y = 13 ft K in y-y = I TS6X3X 1 1 GA - i_ s Ad*--cA�aa-te fa = .5809524 ksi fb-x = 13.03881 ksi fb-y = .5814978 ksi Fa = 9.897105 ksi Fb-x = 30.36 Ftsi Fb-y = 27.6 ksi tf;c_3924+ 3- E2 < I- - 3333 Allowable Ratio increased by 1i3 for Wind of Seismic Governing Formula is H1.3 it I Project 'szRe A Lj- Smeap-- - Project Number 11 Nevdiof Sheet Of BY Date 115MIner T— =E�Lj-j 1 Ulj Ito -2A�s 4c) -2. ss -s a's O=q-7 -----------------4 "AL I. IL Engi�Sejs! c chi hi &Cts I —Planfiem _.L_ -- —. .— .__. .. . _.__�-. N1—=w" F= �. W I NEFz;t . I.NC A I SC dc�h X I ALL -+- ELE=ND I iVG nES I GN BASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION SGrUAFzE 1 S — AL_L- STEEL- — UBC MEMBER NO: 13-16 LOAD COMBINATION: TL STEEL YIELD STRESS = 4 6 1-x s 1 AXIAL LOAD =-.OS kips MOMENT IN X-X @ LEFT END = .16 ft-kips MOMENT IN X-X @ CENTER = 0 ft-kips MOMENT IN X-X O RIGHT END = 0 ft-kips UNBRACED LENGTH IN X-X for Rending = 2.25 ft LENGTH IN X-X for Axial Load = 2.25 ft K in x-x = 2 LENGTH IN Y-Y = 2.25 ft K in y-y = 2 T-SS _ SX3 _ SX 1 /8 3 s Ac7-E--qua-CL— fa = .0293858 ksi Fa = 27.6 ksi fb-x = 1.04918 ksi Fb-x = 30.36 ksi F'e-x = 0 ksi Governinq Formula is H2.1 Axial Stress is TENSION S -- 1 NEWHOF" ;& W I NEFi � I NC F� i SC A X I AL + I:E=LAID, I NCS DES I G1V EASED ON AMERICAN INSTITUTE OF STEEL CONSTRUCTION NINTH EDITION E;MU44FCEl: 16 — ALL STEEL — UL:(-- MEMBER NO: 13-16 LOAD COMBINATION: X1 STEEL YIELD STRESS = to-6 1-: s i AXIAL LOAD = .04 kips MOMENT IN X-X a LEFT END = -.11 ft-kips MOMENT IN X-X a CENTER = 0 ft-kips MOMENT IN X-X a RIGHT END = 0 ft-kips UNBRACED LENGTH IN X-X for Bending = 2.25 ft LENGTH IN X-X for Axial Load = 2.25 ft K in x-x -- 2 LENGTH IN Y-Y = 2.25 ft K in y-y = 2 TS3 _ zfiX3 _ !ff!;X 1 /8 1—� Adacl"mt-t*-- fa = 2.366864E-02 ksi fb-x = .7213115 ksi Fa = 24.04463 ksi Fb-x = 30.36 ksi R-Ex -b- 1 c. = 2 _ 4-'74t^c.9SE—C}^c y_ 1. .. 3333 Allowable Ratio increased by 1/3 for Wind or Seismic Governing Formula is H1.3 i POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) CONNECTION DESIGN Prc,jeCL �,QOJLQ - ALL -SnF_f_:L_ Proiect,Number Sheet Of By -bey Date -F -ITT I -H I Hl Tu! -LAz II v --T EIIIIII I iIIIIII III I ZI: I rri H I TI+ JiEil IIIIIIIIIII III II I I+ I 4 x1l FT- I En c ec inee 1111 1 H Planners I -I I � I I - I I UIM W.H. tom,. I Project SCj12 gI - AL- -srrpEL- - L)6C Project Number Sheet or By V- Date 01 Newhof INOMiner 14 Ail & Y11 ri 2.1 1 h 4�. _! I /1. ' I X l _..i ! � M•_�I = !SIo�..ls-t� rj� ; ,Lo7 ,r�_l_-� '=30.� ra.� t.s* -g. I H Lk Ire' HT-A l: , ! (_ i I ! _ 3.1�."(2y 7T lvcG -zi>. tf�. v zO i /,!1 .,L..11 I r:-, I I-Ji— 11 di Panners Project SC?e jt� Project Number Sheet Of By -D.))(- Date 0 0 Newhof INO&Winer LLH 1 d i I I 1 0 I Al -Ti -7ri -FL-11 Fj- I I -rT I H TH JUMFUL Engirieers CUI �1: Planners Project ScPR ilo - Au- -srEEIL-- oi-&,- Project Number Sheet Of By T-')3k. Date I M Newhof INOMiner Rpkos�-. I�C>j C M� 404 vt 1_ 00 Ito T":BB 50 —ASs I Fa6B VIAMUS-) X;l 1 11.6 S-1 LL-i A 1z" 'T. J", Ai IVA! )Lr—cnl 4 1 6eersl —ecu—L ri Planners i Project AiA ATc,=i — project Number Sheet Of By lcmV— Date 10 Newhof 111IMiner I T: F FT. - - ---- T-1 4E:t I-T-1 I TJ -_i. Ll T -r-LIT�'I l - _T+� _1 —IFFF-1 I F I I III II IIIfII 171 I i E Planners 1 I I NJ mom a y Client q-rLrr?i f Project Proiect Number Sheet - Of By DUL Date II LIS- I7.7 I V%, 1 1 1 1 -I I I l i i i l I j l j I I I � Lrecu Arch En Irieers I I T T ONE 0 M 0 0 0 OMEN NONE 0 0 NEE MOON OMEN EMMEMEMEN NEE ■ ON ■ ON M id, OWN main mm NNE INS No MOM I airs ;ivZ1 Aq Jo laaqs iaqwnNjoarojj POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) STEEL DECK DESIGN CllentW, M. 26 errr-i, Project Soo-ii, At.L. Srm-L- VB6 Project Number Sheet Of By 7,%Iy Date 0-s s i _p 54 ------ ----- L.+-VIL L —1-0i) I - --o _71TA 4 T i x � . 4 - TI vu-6 , 1+ 1 mn x A-T� - les, --- ---- C MULTI -RIB Multi -Rib's deep major ribs and structurally designed minor ribs combine optimum strength and beauty in an at- tractive exterior wall panel. Multi -Rib is also an ideal choice for low -profile roof applications due to its ex- cellent water carrying characteristics. The ultimate benefit of Multi -Rib is its compliance with the rigid re - LOAD TABLES' quirements of the Underwriters Laboratories' UL-90 wind uplift tests. IY Y >Az- 5.1 s.f ET wiDT.� Also avallable with puffin bearing return. SECTION PROPERTIES ALLOWABLE LOADS (PSF) Panel Gaups F 7l'' K51 7Tick• nass In. Fb KSI Walght PSF Girth In. la In.• Ss In.• Posltin Bending Is ha• Ss In.• Nagally BuW1np 1 a' 1 WIND LOAD S' 1 6' 1 7' 1 a' 1 ]' LIVE LOAD (STRESS) 1 a' 1 S' 1 6' 1 7' 1 3' LIVE LOAD (DEFLECTION) 1 a' 1 5' 1 6' 7' Nap. 29 80 O.OISB 1 36 193 0.75 a2 0.028a 0.0267 0.02n 0.0631 E51 51 1 29 19 12 113 64 At 28 21 113 6a 78 22 1a 29 50 0.0158 30 15.0 0.75 a2 0.0283 0.0294 0.0287 0.06EJI 71 1 <6 70 19 l7 95 54 3a 2a 1B 95 54 34 22 11 `26 80 0.0200 ]6 t52 0.95 12 0.0379 0.0395 O.G8610.1037 t10 68 1 39 25 1] tq 82 57 ]] 2] t 7 B2 51 ?9 19 26 50 0.0200 70 12.1 0.95 a2 0.0765 O.Os02 0.0.'93 0.11C8 9] 60 a0 25 17 125 70 a5 31 23 125 70 15 30 19 a 0.0252 >6 t2.7 1. a < a 4.1. 12 0.051a 0.05n 10.0521 0.17a01 120 77 n 31. M 1 160 90 58 ap 29' 160 90 58 AD 25 Wind loads and Deflection loads are limited by a deflection ratio of L H0. For wind Icads stress only. multiply [me 1030 by %. MULTI-V Multi-V is uniquely McElroy. Architecturally styled, its plications are unlimited. Multi-V panel should be the sculptured design provides a distinctive aesthetic appeal selection to enhance your building projects. consistently associated with that of a concealed fastener panel. Multi-V's attractive styling has made it one of the ----------� -" ter]=-�76'COVf I1 w+Di.�t it most versatile and most popular in the industry. Its ap LOAD TART FS- SECTION PROPERTIES ALLOWABLE LOADS (PSF) Panel Gaups FllI� I( Thiel- neas In Fb K51 Weight PSF Girth Ira Is In.• Ss ko Is 10• Ss In. WIND LIVE LOAD' LIVE LOAD WIND (STRESS) {DFFLECTIOr:t LOAD Poallln Bandint, 0.0196 O.Oa Ia Negative Bendmg 0.01ee uvu4 Poa. Neq. I 1' S' 6' 7' a' S' a' S' 8' 7' ]' a' S' 6' 7' 80 0.0168 35.] >6 115 12 0235 20 1] 9 Bl a6 70 21 IS 8t a6M5833 BO 0.0200 35.8 36 F_5 12 0.0250 0.05270.0216 0.0?55 B2 a5 26 16 It lOB 61 39 27 20 IM 61 SD 0.0200 29.7 70 0.% a2 0.0250 00527 0.02a9 0.0'59 69 u 26 16 I1 9l 52 77 Z] 17 91 52 R22 BO 0.0252 05.5 36 120 a3 0-0320 0.0671 0.0320 O.Oa67 106 57 73 2l a 1a2 81 aJ 3871Q B1 SO 0.0252 29.6 ]0 120 12 O.O3X1 0.0671 0.0320 O.Og3 91 57 y 21 la 120 68 M 30 22 120 68 50 0.0336 292 30 1.68 29.a O.OUt 0.08% O.Oe31 0.0638 122 77 45 28 19 162 92 59 41 30 162 92 ^•no wags and Deflection loads are limped try a Deflection ratio of (A8). For wind loads stress only, multiply Iva loag or IJ POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) WELDING PROCEDURES WELDING PROCEDURE SPECIFICATION (WPS) Company Name: W.H. Porter Ina By: Mel Souders Dale: O6/03/97 Welding Specification No.: WHP-1. t Supporting Poursua 011ikatkn Teat Rca erd(s)N- Welding Process(es): GMAW (DCEP) Semi -Automatic Type: (automatic, manual. etc.) Made Of Transfer for GNAW. Short Cl(rctiftin lubulgarlspray, etc.) JOINTS (Table 6.1) Type of Welded Jeint(s): Square Groove COATING(S) Type: Red Oxide Primer Backing: Yes ❑ No ® Thickness: .0006 Backing Matedal Type: Sketch Of Joint Detail Groove Welded From: one side: ® both sides: ❑ BASE METAL (11) Materialspecificationgrade: AtypeR Sheet eleN: A510GR 50 to steel: Support Steel: Thickness Range; Sheet Steel: log_ to tea_ Support Sleet: OPENN RTUP r0 kle' Thickness: Base Metal Preparation: None FILLER METAL (Table 6.1): Specification: AWS5.18 Classi6rafion: ER 70 SJ PREHEAT (1.1.1 and 4.1.1): POSITIONS (Table l): Positron of Gr000rm: ove: Flat (1G) Preheat Temperature Min: Position of FilletPreheat Temperature Max.: Progression: GAS (6.6) Argon Shielding Gas: ICO2 Flow Rate: 35 CFH (. - 10%) Percent Mixture; 75%125% FLUX (6.6): ins proceaure mar .a.rw ..._.. .. variables given in ANSI/AWS D1.3 (1989), Structural Welding Code •Sheet Steel. , �JO(yeearr)) Authorized by /' /AI'^' --� Date: Form A-2 WELDING PROCEDURE SPECIFICATION (WPS) Company Name: W.H. Pater Inc By: Mel Souders Rev.: Dale: 06/03/97 Welding Spedflostion No.: WHP-2. Supporting Plxedure Owiffiratkn Test Reccm(s) No.: 2 Welding Proeesales): GNAW (DCEP) Type. Auromatk Semi-i-mati (aWSern , manual, etc.) Mode Of Transfer for GMAW. Short Cl=Ifln fglobular) (short orcuitln9, spray. etc.) JOINTS (Table 6.1) Type of Welded Joinl(s): Flare Bevel Groove (PJP) COATING(S) Type: Red Oxide Primer Backing: Yes ❑ No ® Thickness: .0006 Backing Material Type: Groove Welded From: Sketch Of Joint Detail one side: ® both skies: ❑ BASE METAL (1.2) TTT------ Material specifloe0on type and grade: Sheol e57 AfKiR SO ro Support Steel. Thickness Range: Sneel steel: 10G to Base h FILLER POSITIONS (Table 1.1): - _ - PREHEAT (td.t and 4.1.1): Position of Omove: 1G-2G Preheat Temperature Min.: n/a Position of Fillet: Preheat Temperature Max.: Progression: GAS (6.6) Shielding Gas: Arson / CO2 Flow Rate: 35 CFH (. • 10%) Percent Mixture: FLUX (6.8): Pass Electrode Welding Cunenl Tmvel Melting Wre feed No. Size Am res Volts S Rate S ed 1 .035 150 21 i51PM 45 �r This procedure may vary due to radncaaon sequence. urvp, yaaa ate=. _• ^^• • • •^- "" - variables given In ANSIIAWS D1.3 (1969), Structural Welding Code • Sheet Steel. (year) Authorized by: "/•///NA"'�� Date Form A-2 yeti( 4 A i� MG1rt�agl� WELDING PROCEDURE SPECIFICATION (WPS) WELDING PROCEDURE SPECIFICATION (IMPS) Company Nerve: W.H. Porter Inc By: Mel Souders Welding Sped6ratbn No.: WHP3. Rev.: Date: 06/03/97 Supporting Pmadrue Oualifica8on Test Records) No.: 3 Welding Process(es): GMAW (DCEP) Type: Semi-Auromatic (automatic, manual, etc.) Mode Of Transfer for GMAW Short Circuilino (clobularf (short draiung, spray, JOINTS (Table 6.1) COATING(S) Type of Welded Joint(s): Flare Bevel Groove (PJ% Type: Red Oxide Primer Backing: Yes ❑ No S Thickness: 0006 Backing Material Type: Sketch Of Joint Detail Groove Welded From: one side: S both sides: ❑ BASE METAL(12) Material spedAeatlon type and grade: A570GRSO Sheelsted: 1DG to 180 T Support Steel: Thickness Range: Sheet Steel: 10G to 18G Support Steel: Thickness: Base Metal Preparatbn: None FILLER METAL (rabie 5.1): Specti oation: AWS 6.18 ClassBicatbn: ER 70 S3 POSITIONS (Table 1.1): PREHEAT (1.1.1 and 4.1.3): Position of Groove: 1G-2G Preheat Temperature Min.. his Position of Fillet Preheat Temperature Max. Progression: GAS (6.6) Shielding Gas: Argon / CO2 Flaw Rate: 35 CFH (- - 10 % ) Percent Mixture: 75 % / 25 % FLUX (6.6): Pass Electrode Welding Current ~V Travel Melting Wire Feed No. S@e Am res Volts S Rate S eetl 1 150 20 151PM 45 .035 .. ..--__-____ m.....».:.. ate within thelimitation of This procedure may vary cue 10 monraOan.ey — "' _„ ,_-- -.__. - -.-. -- - variables given in ANSI/AWS D1.3 (1989), Structural Welding Code - Sheet Steel. year) Authonzed by / / /./mac/ �A^ ��ni1J Date. Form A-2 ` M.td11^aaratfi \�� Company Neme: W.H. Porter Inc By. Mel Souders Rev.: Data: OB/03N7 Welding SpedNo.: 6ca WHP-4 4 Supporting Procedure Ouaii ication Test Rewm(S) No.: GMAW (DCEP) TyPrx SamMutorcegc Welding Prooess(60 (automsuc, manual, etc.) Mods Or Transfer for GMAW Short Cimulth ul orrice Spray, etc.) JOINTS (Table 6.1) Type of Welled Jolnt(s): FlareVee Groove (pip) COATING(S) Type: Red Oxide Primer Backing: Yes ❑ NOS Thickness: .0006 Backing Material Type: Sketch Of Joint Detail Groove Welded From: one side: S both sides: O BASE METAL (42) Material spedlkeuon type and glade: A570-GR50 .� Sheet steel: too to Ion Support Steel: Thickness Range: Shoat Steel: .1345 to .0478 Support Steel: Thickness: Base Metal prepare8on: None POSITIONS (Table 1.1):- _ - PREHEAT (1.1.1 and 4.1.3): Preheat Temperature Min.: Na Position of Groove: 1G Preheat Temperature Max.: Position of Fillet Progression: GAS (6.6) Shielding Gas: Amon y CO2 Flow Rate: 35 CFH (� • 10%) Percent Mixture: 75%/ 25% FLUX (6.6): Pass Electrode Welding Current Travel Melting Wire Feed S No. Size Amperes Volts Speed Rate ast 1 .035 150 21 121PM 45 ........�...�n „,imin the limitation of This procedure may vary cue to naitncanan sryu... —, --r. t•--- -1--• --I -- - variables given In ANSIIAWS D1.3 (1989). Structural Welding Code. Sheet Steel. (year) Authorized by: I/VyJl�, /.L�.d_(f/ Date: 5/'j'9% Form A•2 /Mtalk�lr Name WELDING PROCEDURE$PECIFICATION(WPS) Yee Cg PREQUALIFIED: ® QUALIFIED BYTESTING: ❑ or PROCEDURE QUALIFICATION RECORDS (PORI Yes ❑ Identification No. Revision I Machine ❑ Automatic Type: Square Groove 8 Vee Groove Position of Groove: 1G-Flat Fillet Single ❑ Double Weld ® Vertical Progresslor Up ❑ Down Backing: Yes ❑ No Groove Angle: 60 Radius (J-U) Transfer Mode (GMA": Short -Circuiting ❑ Back Gouging: Yes O No ® Method Globular® Spmy ❑ Current AC ❑ OCEP ® OCEN ❑ Pulsed ❑ Type or Grade: Size: Thickness: Groove: Fillet: Type: Diameter (Pipe): TECHNIQUE FILLER METALS Stringer or Weave Bead: Stringer AWS Specification: AWS 5.20 Multi -pass of Single Pais (per side): Single AWS Classification: E71 T-1 Number of Electrodes: Electrode Spacing: Longitudinal: SHIELDING Angle: Flux: hit Gas: CO2 Composition: 100% Contact Tube to Work Distance: Electrode-Flux(class): Flow Rate: 35CFH Peening: Gas Cup Size: Interpass Cleaning: PREHEAT POSTWELD HEAT TREATMENT Preheat Temp.. Min.: No Temp.: n/a Interpass Temp, Min.: Time: WELDING PROCEDURE Passer Pmmss Filler Metals Current V.N. Travel Wald L+Yens) I Class Olam I TypeA AmM dr Woe Speed i Pala Feed a 2.3 FGAW 1 E711.1 .045 OCEP 1 210 27 1510M Joint Details ENTELA ENGINEERING SERVICES. INC. tlPw.a n-nev.Can+vsIIN PREQUALIFIED JOINT WELDING PROCEDURE PROCEDURE SPECIFICATION Material specification ASTH A36 Welding process FCAW Manual or machine — Semi-AutomattC Position of Welding 1G. Flat Filler metal spe<ilicition AWS A5.20 Filler metal cla2210011oe F71T-1 Flux N/A Shielding gas N/A Flaw is 3r CFN Single or multiple pass --- Single Single dr multiple am -- Sinele Wattling current DCt Polarity Reverse Welding progrmelon- N/A Root treatment - None Preheat and intetpus temperature —Hone Pastheal treatment- None WELDING PROCEDURE Pass Electrode Welding current Travel no. site Amperes Volts speed Joint detail 1 1/16 210 27 15 ten ESC-P2-GF (pp" � v s � Ci s OTOIb COMPQE�S51oI�I QII� This procedure Ihayvarydualo fabrication sequence, ril-up. pass sua.ac., wnhe, the limitation or variables given in AD. C, or D and 5.1.2 of AWS 01.1. t 90 1 Structural Welding Cade. year Procodure no. WIIP-5 W If Porter Manulaclerer of eonylryajNor- _ �% ///�� Recision no. 0 Aulnori[ed Ey +r I.— " 5 "-^v"T` Dale October 12. 1990 WELDING PROCEDURE SPECIFICATION (WPS) WELDING PROCEDURE SPECIFICATION (WPS) Company Name: W.H. Porter Inc By: Mel Souders Welling Specifieation No.: WHPb Rev.: Date: 06/03/97 Supporting Procedure Oualificatton Test Records) No.: F 5 Welding Prooess(es): GMAW (DCEPI Type: Semi -Automatic (automatic, manual, etc.) Mode Of Transfer for GMAW Short Circult'n0 (olobulart (short ercuiting, spray, etc.) JOINTS (Table 6.1) Type of Welded Joint(s): Fillet Lap (pip) COATING(S) Type: Red Oxide Printer Seeking: Yes ❑ No ® Thickness: Backing Material Type: Sketch Of Joint Detail Groove Welded From: one side: ❑ both sides: ❑ BASE METAL (1.2) Material type and grade: A570 GR 50 Sheet sleet: 10G to 10G Steel: Support Steel: Support Thickness Range: Sheet Steel: 10G to 18G Support Steel: Thickness: .134 to .0478 Base Metal Preparation: None ' FILLER METAL (Table 6.1): Specification: ANS 5.10 Classification: ER 70 S-3 PREHEAT (1.1.1 and 4.1.1): POSITIONS (Table 1.1): Preheat Temperature Min.: n/a Position of Groove: Position or Fillet 2F Preheat Temperature Max.: Progression: ' GAS (6.6) Shielding Gas: Amon / CO2 Flow Rate; 35 CFH (. • 10 % 1 Percent Mixture: 75 % / 25% FLUX (6.6): Pass Electrode Welding Current Travel Melting Wire Feed No, Size Am res Volts Seed Rate S�Sd i 140 20 i51PM .035 (+ • 10%) (+.10°°/a) mahin tha amitatinn or This procedure may vary due tq raoncanon se9umwc. nwr. r-�- ._. ......__.._._._ variables given in ANSNAWS 01.3 (1989). Structural Welding Code - Sheet Steel. y) (year) Authorzed by: ZZ "^"��M� Date: (,1 3— 97 Form A-2 `\ 4111", P11 Company Name: W.N. Porter Inc By: Mel Souders Welding Specification No.: 641P-7 Rev.: Dale: 06/03/97 Supporting Procedure Dust bon Test Recoro(s) No.; S Welding Process(ss): GMAW (OCEP) Type: S.mM nnatc (automatic, manual, eta) h rtC'rcu'an Mode Of Transfer for GMAW Short (Olabularl (short circuiting, spray, etc.) JOINTS (Table 8.1) COATING(S) Type of Welded Jolnt(s): Fillet Tea (PJP) Type: Red Oxide Printer Backing: Yes❑ NO® Thickness: .0006 Backing Material Type: Groove Welded From: Sketch Of Joint Detail one aide: ❑ both sites: ❑ BASE METAL (1.2) Material specification type and grade: A570 GR 50 Sheet steel: 10G to IOG —�- Support Steel: Thickness Range: Sheet Steel: .134 to Support Steal: .134 Thickness: Base Metal Preparetion None FILLER METAL (Table 5.1): POSITIONS (Table 1.1): PREHEAT (1.1.1 and 4.1.1): Position of Groove! Preheat Temperature Min.: We Position of met 2F Preheat Temperature Max.: Progression: GAS (6,8) Shielding Gas: Amon/CO2 Flow Rate: 35 CFH (+-10%) Percent Mixture: 125 % FLUX (6.8): Pass Electrode I Weloing Current Travel Melting Wire Feed No. She Am res Volts Speed Rate S 1 .035 140 20 151PM 45 (+.10%) (. - 10N ) ar This procedure may vary due to fabrication sequence,m-up, pass e¢e. �11. n„,.._,,,.•... ...•.. variables given In ANSI/AWS 01.3 (1989), Structural Welding Code - Sheet Steel. year) Authorized by: G Date: e/-9- 97 Form A-2 _ 1 WELDING PROCEDURI: SPECIFICATION (WPS) Company Name: W.H. Porter Inc By: Mel Souders Welding Spedfication No.: WHP-8 Rev.: ` ate: 06/03/97 SuppoMng Procedure Oualification Test Record(s) No.: Sams -Automatic Welding Pracesales): GMAW (DCEP) Type: (automatic, manual, etc.) Mode Of Transfer for GMAW Short Circ ilin on drelo mars re etc. ( 9, P Y. ) JOINTS (Table 6.1) Type of Welded Jolnt(s): Filet Lao (Pip) COATING(S) Type: Red Oxide Primer Backing: Yea ❑ No ® Thickness: Backing Material Type: Sketch Of Joint Detail Groove Welded From: one side: ❑ both sides: ❑ BASE METAL (1.2) material specification type and grade; A570 GR 50 Shaeteteel: 18G to IOG Support Steel: Thickness Range: Sheet Steel: .0478 to .134 Support Steel: Thickness: Base Metal Preparation: None FILLER METAL (Table 5.1): Specification: ANS 5A8 Classification: ER 70 S-3 PREHEAT (1.1.1 and 4.1.3): POSITIONS (Table 1.1): Preheat Temperature Min.: We Position of Groove: Position of Fillet: 2F Preheat Temperature Max.: Progression: GAS (6.6) Shielding Gas: Amon/CO2 Flow Rate: 35 CFH (+ - 10%) Percent Mixture: 75% 125 % FLUX (6.6): Pass Electrode Welding Current v Treve1 Melting Wre Feed No. Size Am res Volts S Rate Seed 1 130 20 151PM 45 .035 (- - 10%) (' - 10%) no- within the limitation of This procedure may vary due to raonweon awuu --w, r-- ------ - --- variables given in ANSI/AWS 01.3 (1989). Structural Welding Code - Sheet Steel. ((yeaarrr)),/' I Authonzedby: -�'*r'"i!/ Date::'-3-577 Form A-2 p�1 e41dN� �j WELDING PROCEDURE OUALIFICATION TEST RECORD (POR) Company Name y '9erEe SNC. 7 Pcedure 0uanfl adon Teat Reeoo No. Date ro / ' L'9 Welding Procedure Specification No. Per Date Welding Process(x) rTAUJ Type (Aulometiq manual, etc,) Mode of Transfer for OMAW Obe,7- (imart cbeuiling, spray. etc.) JOINTS (Table el) . TYpe� dad aolmfaT .6. 49 > Backing (N0) Mate Backing Material Type Old Welded From: oneaide th aides BASE METAL (1.2) Material speetcationyMd grede Sheels to Teal Support Sleet Thickness /70 Base Metal Preparation�� (63): Test Conducted by Lab Test No. Date of Test POSITIONS (Table 1.1) Poona, of Fileove� PasiliOn of Fillet OAS Shielding A _., Z Flow Rate Percent Mixture Flux (6.8)' Finer Metal (Table 5.1):, S�Q Specification Class11ioall0e COATINOg2 Thickness Tye f/.V" . "LfiC, .`1 Sketch of Jom1 Detailf Pax No. Electrode Size Welding Current Travel Speed Melling Rate d Amperes voila / 035 If jS Welder or Welding ppeefator Neme JLL" 6, 6,5'eSIdentification NO -- 5v29-90-/7rf Dale of OualifcallenrTy'� Welder's Social Security NO.._y. - The undersigned cantles that thesletements in this record are correct and that the test welds are Pmpared, wooed. and tested In accordance with the regulraments of 6.7 of ANSI/AWS G1.3 (lM. Structural Welding Code - Sheer Steel. 2d/ _ Aws /Er 7 "-3 -" Authorized by p Form A•1 i yxL'd��ytp WELDING PROCEDURE SPECIFICATION(WPS) Yee PREQUALIFIED: ® QUALIFIED BY TESTING: Q or PROCEDURE QUALIFICATION RECORDS (POR) Yes ❑ Identkcation No. WHP-t Revision Date 6-10-97 Company Name W H Porter Inc Welding Processes) GMAW Supporbng PQR No.(s) P Q (D1.11 Flo. 3.2 6 Sec. 3.9 JOINT DESIGN USED Type: Fillet Tee Joint Single ® Double Weld ❑ Backing: Yes ❑ No Bathing Material: Root 0pening:0 to 3116Root Face Dimension Groove Angle: Radius(J•U) Back Gouging: Yes ❑ No ® Method Aumonvau oy nno, ers .aid v-w-a Type- Manual❑ Semi-Automatic0 Machine ❑ Automatic [ POSITION Position of Groove: Fillet 2 F Vertical Progression: Up ❑ Down ❑ ELECTRICAL CHARACTERISTICS Transfer Mode(GMAYJ): Short-Cimulting ❑ Globular ® Spray ❑ burrent AC ❑ DCEP ® OCEN ❑ Pulsed ❑ WELDING PROCEDURE SPECIFICATION (WPS) Yes PREQUALIFIED: ® QUALIFIED BY TESTING: ❑ or PROCEDURE QUALIFICATION RECORDS (POR) Yes ❑ Identification No. WHP-10 Supporting PQR No.(s) P.O. (D1.1) Fig. 3.2 & Sec. 3.9 Machine ❑ Automatic p JOINT DESIGN USED POSITION Type: Fillet Tee Joint Position of Groove: Fillet 2 F Single ® Double Weld ❑ Vertical Progression: Up ❑ Dawn ❑ Backing: Yes ❑ No Backing Material: ELECTRICAL CHARACTERISTICS Roct 0pening:0 to 3r16Rool Feca Dimension Groove Angle: Radius (J-U) Transfer Mode (FCAW): Short -Circuiting ❑ Back Gouging: Yea ❑ Nod Method Globular ® Spray ❑ Current: AC ❑ DCEP ❑ OCEN ❑ Pulsed ❑ Material Spec.: A500 to A-36 Iungslen mica va k�ln..y. Material Spec.: A500 to A-38 Tungsten Electrode (GTAN): Type or Grace: Gr. B She: Type or Grade: Dr. 8 Size: Thickness: Groove: Fillel: Type: Tnickness:Oroove: --Fillet Tee Type: Diameter (Pipe): TECHNIQUE Stringer or Weave Bead: Stringer Diameter (Pipe): TECHNIQUE FILLER METALS AWS Specification: AWS 5.18 Mu"ass ol'Single Pass (per side): Single FILLER METALS AWS Specification: A71 Munger or Weave Bead: Stringer orW of Single Pass (per side): Single AWS Classification: ER70 S. Number of Electrodes: 1 Elecuode Spacing: Longitudinal: -3 AWS Classification: E71 T-3 Number of Electrodes: t Number o Lateral: Electrode Spacing: Longitudinal: SHIELDING — ^^ Angle. SHIELDING Lateral: Angle: Composition: 75%I256A Contact Tube to Work Distance: Electrode-Flux(class): Flow Rate: ) -peening: Gas Cup Size: .62 Interpass Cleaning: PREHEAT POSTWELD HEAT —TREATMENT Preheat Temp.. Min.: Na Temp.: n/a Interpass Temp.. Min,: Time: WELDING PROCEDURE Para or P." Filer Metla Cumm vons Travel W.w Layegs) Claaa Diam Type& wngaw Wire &peed Pob Feed& 1 GMAW ER70$J .035 DCEP iwiunp 23 1 1 a51PM I -10% Electrode-Flux(class): to Work Gas Cup Size: .62 Interposs Cleaning PREHEAT POSTWELD HEAT TREATMENT Preheat Temp., Min.: fire Temp.: Na Inlerpass Temp., Min.: Time: WELDING PROCEDURE Paaf or P'... FII, Melala Curtenl Voila Tavel Weld Layena) Clna piam Type & wnpf w Wlro Speed Polam Fella 1 FCAW Evil-1 O45 OCEP 210 26 I (. 40% • .10Ye Joint Details Joint Details p ..4` WELDING PROCEDURE$PECIFICATION(WPS) Yes PREQUALIFIED: ® QUALIFIED BY TESTING: [] or PROCEDURE QUALIFICATION RECORDS (POR) Yes ❑ Identification No. Revision Company Name W.H.Porter Inc Aulnonzea oy mat aoaaers ue,n. o-11-erl-er Welding Processes) GMAW Type- Manual ❑ Semi-Automa0e Supporting PQR No.(s) �D7.1)Fig. 3.2.3.1188ec. 3.9 Machine ❑ Automatic [] JOINT DESIGN USED POSITION Type: Fillet Skewed Tee Joint Position of Groove: Fillet: Single ® Double Weld ❑ Vertical Progression: Up ❑ Down ❑ Backing: Yes[] No Backing Material: ELECTRICAL CHARACTERISTICS Root Opening:0 to 3/16Root Face Dimension Groove Angle: Radius(J-U) Transfer Mode(GMAW): • Short -Circuiting ❑ Ve Back Gouging: s [] No ® Method Globular ® Spray ❑ Current AC [] OCEP ® DCEN [] Pulsed ❑ Material Spec.: A500 to A - Type or Grade: Or. B Thickness: Groove:_ Diameter (Pipe): FILLER METALS AWS Specification: AWS AWS Classification: ER7i SHIELDING Flux: Na Gas Con Electrode-Flux(class): F Gas WELDING PROCEDURE SPECIFICATION(WPS) Yes PREQUALIFIED: ® QUALIFIED BY TESTING: ❑ or PROCEDURE QUALIFICATION RECORDS FOR) Yes ❑ Identification No. Revision I Welding Proeess(es) rs.nee •r•� - Supporting PQR No.(0 P.O( Ii1Fio 3.2 3.11&Sec. 3.9 Machine ❑ Automatic JOINT DESIGN USED POSITION Position of Groove: Fillet Type: Fillet Skewed Tee Joint Single ® Double Weld [] Vertical Progression: Up ❑ Down ❑ Backing: Yes[] No® ELECTRICAL CHARACTERISTICS Backing Material: Root Opening:0 to 3/1611oot Face Dimension Radius (J-U) Transfer Mode (FCAW): Short -Circuiting ❑ Groove Angle: Back Gouging: Yes [] No ® Method Globular ® Spray ❑ Current: AC [] DCEP ® DCEN [] Pulsed E) n tiectroce tU I Awl; Size: Type or Grade: Or. B -Fillet Size: Type: Thickness: Groove: 1M Io 12 Type. QUE Diameter (Pipe): TECHNIQUE Stringer or Weave Bead: Smnc er or Weave Bead: Stringer FILLER METALS AWS Specification: AWS 5.20 Multi -pass al Single Pass (per side):: Single ss of Single Pass (per side): Single AWS Classification: E71 T-1 Number of Electrodes: of ElecfroQes: 1 Electrode Spacing: LLate a dinar: e Spacing: Longitudinal: Lateral: Angle: SHIELDING Angle: Flux: n/a Gas: CO2 Composition: 100% Contact Tube to Work Distance: Tube to Work Distance: Electrode-Flux(clsss): Fk1w Rate:35CFH N -10%) Peening: Gas Cup Size: Interpass Cleaning: PREHEAT POSTWELDHEAT TREATMENT Preheat Temp., Min:: n/a Temp.: Plat Interpass Temp., Min.: Time: WELDING PROCEDURE P... or Pt n filler MllSH CNRM Valli Trwel WeM layer(.) 01asa Diam Type& Amq IXYero sa<a Pole Feed= 1 GMAW ER70S-3 .035 DCEP 1W 23 (ed0%) (+-10%) 1 xS IPM d0% Joint Details e 3 ]=l I'` j J EL HEAT TREATMENT PREHEAT POSTW Preheat Temp., Min.: n/a Temp.: We Interpass Temp., Min.: Time: WELDING PROCEDURE Pav or Pmceea Fukr Metals Covent AmOr ar Wire Voes Travel SPeeE Web UYer(al CMai ou, Type& P.li Feed 5 d t FCAW E71Ta .615 DCEP 1 2f0 amp 2fi (e •10% • •tOYe Joint Details 3 3" D YIELDING PROCEDURE SPECIFICATION (WPS) Yes PREQUALIFIED: ® QUALIFIED BY TESTING: ❑ or PROCEDURE QUALIFICATION RECORDS (POR) Yes ❑ Identification No. WHP-13 Revision Date 6-9-97 By MGS Company Name W H Porter Inc Authorized By Mel Souders Dale 6-11-97 Welding Procees(es) GMAW Type- Manual ❑ Semi -Automatic ug Supporting FOR No.(( s) Fig33 (D.1.11 5TU-P4-GF Machine ❑ Automatic ❑ JOINT DESIGN 115ED POSITION Type: Single Save! Groove Position of Groove: 1G Fillet: Single ® Doubk Wald p VeNcal Progression: Up ❑ Down ❑ Backing: Yes ❑ No Backing Material: ELECTRICAL CHARACTERISTICS Root Opening; 0 Root Face Dimension 1/8min Groove Angle: •70 •6 Radius(J-U) Transfer Mode(GMAM: Snort-Cimuiting p Back Gouging: Yes I] Method Globular ® Spray ❑ Current: AC ❑ DCEP ® DCEN ❑ Pulsed ❑ Type or Grade: Gr. B �•� Thickness: Groove: Fa•Up Fillet Type: Diameter (Pipe): TECHNIQUE FILLER METALS Stringer or Weave Bead: Stringer AWS Specification: AWS 5.18 Multi -pass of Single Pass (per side): Single AWS ClaSSt1=d0n: ER70S-3 Number of Electrodes: Electrode Spacing: Longitudinal: SHIELDING Electrode-Flux(cass): Flow Gas Cut Angle: Distance: PREHEAT POSTWELD HEAT TREATMENT Preheat Temp., Min.: n/a Temp.: n/a Interpass Temp., Min.: Time: WELDING PROCEDURE Peer or Prorose Fier Melala evrtml Vope Travel Weq Leyane7 Gass Dlem 1 Type& Ampe or Wve Speed Pple 1 Feeds ed 1 GMAW ER705.3 A05 DCEP 750 23 • 40°. • •10%) Joint Details WELDING PROCEDUREEPECIFICATION(WPS) Yes PREQUALIFIED: ® QUALIFIED BY TESTING: Q or PROCEDURE QUALIFICATION RECORDS (FOR) Yes ❑ Identification No. WHP-14 Revision Date 6-9.97 By MGS Company Name W.H. Porter. Inc Authorized By Mel Souders Date. S-1147 Welding Proeeae(es) FCAW Type - Manual ❑ Semi -Automatic Supporting PGR No.(a) Fig. 3.3 (D.1.11 STC-P4-GF Machine p Automatic ❑ JOINT DESIGN ED POSITION Type: Single Bevel Groove Posaion Of Groove: 1G-Flat Fillet: Single ® Double Weld ❑ Vertical Progression: Up ❑ Down ❑ Backing: Yee❑ No® _. __..................��rc� Root Opening: 0 Root Face Dimension 1/e min Groove Angle: 10 -5 Radius (J-U) Transfer Mode (FCAW): Snort -Circuiting ❑ Beek Gouging: Yea 0 -No® Method Globular ® Spray ❑ Current: AC ❑ DCEP ® DCEN ❑ Pulsed ❑ BASE METALS Other. Material Spec.: A500 to A46 Tungsten Electrode (GTAW): Type or Grade: Gr. B Size: Thickness: Groove: Fit -Up Fillet Type: Diameter (Pipe):' TECHNIQUE FILLER METALS Stanger or Weave Bead: Stringer AWS Specification: AWS 6.20 MuPo-pass of Single Pass(perside): Single AWS Classification: E71 T41 Number of Electrodes: Electrode Spacing: Longitudinal: Lateral: SHIELDING Angle: Flux: n/a Gas: CO2 Compositlon: 100% Contact Tube to Work Distance. Electrode-Flux(class): Flow R818:35DFH f• •10%) Peening: Gas Cup Size: .62 Interpass Cleaning: PREHEAT POSTWELD HEATTREATMENT Preheat Temp., Mtn.: n/a Temp.: n/a Interpass Temp., Min.: Time: WELDING PROCEDURE Pan pr Weld1.,60) Pmdefe FiAer Melelt Clue Olem Cw_enl Typed Amp. or W.,. Pole Feeds d Vpae Trerel speed i FCAW E71T•3 .045 DCEP 210 Zb 1..10% •.10%) Joint Details r.*O \ \a cL\e POLIGON SQUARE 16 BUILDING (OPEN - ALL STEEL) COMPUTER ANALYSIS INCLUDING INPUT FILE I M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1991 15:34:49 1 1 TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 1 I tttfttffftff}ffff if}fft}t 4if#tf}}tff}}}ifi}}+ft++##iIf}}t if}ftfi#ffff#}+ � t F • t TYPE OF THE STRUCTURE SPACE FRAME # } RESTART STATUS NONE GIVEN # t DESIGNATED UNITS KIPS FEET DECREES + } NO. OF JOINTS DEFINED 13 t t NO. OF MEMBERS DEFINED 16 t f NO. OF PLATE ELEMENTS DEFINED 0 { t NO. OF DIFF. MATERIAL DEFINED I t # NO. OF DIFF. SECTION PROPERTIES DEFINED: 4 + # NO. OF DIFF. TYPES OF SPRINGS DEFINED 0 } f f i##ff}}it}}}f}tf}}ff}ff}fi#ffff#iiff}f}}#ffff}f}{#ff i##t}f{t}ift }$ffff}ff ff}##ftfi#f}f}##}}}f}f#ffff}fifi } LISTING OF THE INPUT FILE # ' ffff}f}fi}$ffff}}}{ffff}ff{f#f 1) TYPE SPACE FRAME 2) TITLE POLIGON SQUARE 16 OPEN - ALL STEEL - UBC 3) UNIT FEET 4) JOINT COORDINATE 5) 1,-6.5 0 -6.5 SUPPORT 6) 2,6.5 0 -6.5 SUPPORT 7) 3,6.5 0 6.5 SUPPORT 8) 4,-6.5 0 6.5 SUPPORT 9) 5,-6.5 B -6.5 10) 6,6.5 8 4.5 iii 7,•6.5 G b.5 12) 8,-6.5 8 6.5 13) 9,0 11.25 0 14) 10,-8 7.25 -8 15) 11,8 7.25 -8 16) 12,8 7.25 B 17) 13,-B 7.25 8 18) MEMBER INCIDENCES 19) 1 1 5 $MAIN COL 20) 1 TO 4 211) 5 5 9 :TRUSSES 221669 23) 779 24) 889 -25) 9 5 6-- - -$TENSION-RINC 26) 9 TO 11 27) 12 8 5 281 13 5 10 $TRUSS TAIL 0) li 011 30) 15 7 12 31) 16 8 13 321 BETA 45 2 4 33) BETA 135 1 3 34) JOINT RELEASE 35) 1 TO 4 MOM I MOM Y MOM Z 361 MEMBER RELEASE ************************************************** * * S T A A D- III * Revision 23.0 * Proprietary Program of * Research Engineers, Inc. * Date= JUN 15, 1998 * Time= 15:44:24 * * USER ID: Authorized User ************************************************** 1. STAAD SPACE SQUARE16M 2. START JOB INFORMATION 3. JOB NAME SQUARE 16 M 4. JOB NO SQUARE 16 M 5. ENGINEER NAME DSDAYTON 6. ENGINEER DATE 15-JUN-98 7. END JOB INFORMATION 8. INPUT WIDTH 79 9. OUTPUT WIDTH 72 10. UNIT FEET KIP 11. JOINT COORDINATES 12. 1 1.500 13. 2 14.500 14. 3 1.500 15. 4 14.500 16. 5 14.500 17. 6 14.500 18. 7 1.500 19. 8 1.500 20. 9 8.000 21. 10 0.000 22. 11 16.000 23. 12 16.000 24. 13 0.000 25. MEMBER INCIDENCES 26. 7 6 7 27. 8 7 8 28. 9 8 5 29. 10 5 6 30. 11 1 8 31. 12 3 7 32. 13 2 5 0.000 1.500 0.000 1.500 0.000 14.500 0.000 14.500 8.000 1.500 8.000 14.500 8.000 14.500 8.000 1.500 11.250 8.000 7.250 0.000 7.250 0.000 7.250 16.000 7.250 16.000 PAGE NO. 1 -------------------------------------------- - --- --- - 1 M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:34:49 I I TITLE: FOLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 3 1 ----------------------------------------------------------------------- ----------------------------------------------------------------------- if#ftf}{#}#f{{}}}}{ff}}f t LISTING OF THE INPUT FILE t 88) LIST FORCE 1 5 9 13 89) LIST FORCE 5 SEC DS .1 .1 FRA 901 LIST FORCE 9 SEC DS .5 .5 FRA 91) SELECT EX X1 X2 X3 92) LIST FORCE 1 2 5 6 9 10 12 13 14 93) LIST FORCE 5 6 9 SEC IS .1 .1 FRA 94) LIST FORCE 10 12 SEC DS .5 .5 FRA 95) SELECT TL EX XI X2 X3 96) LIST REACTIONS 97) UNIT INCHES 98) LIST DISP 97) FINISH -------------------------------------------------------------- -- -- I M-STRUDL BY CAST / REV. 2.61 SER a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: POLISON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 4 1 { RESULTS OF ANALYSIS f TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS H04E GIVE4 ACTIVE UNITS : KIPS FEET DEGREES f}{ LOAD INDEX : 5 LOAD TAG TL f}{ RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ —, NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 1 TS5X5X3/16 1 2.3694 0.1625 0.0000 0.0000 -0.0000 0.0000 5 -2.2728 -0.1625 -0.0000 -0.0000 -0.0000 1.3001 5 TS6X4X1/8 5 1.8312 -0.0393 0.0000 0.0000 0.0000 -03343 9 -1.6400 0.5798 -0.0000 010000 -0.0000 -1.0599 9 TS6X3X115A 5 -1.1151 0,7745 0.0000 0.0000 -0.0000 1.6216 6 1.1151 0.7745 -0.0000 0.0000 -010000 -1.6216 13 TS3.5X3.50/16 5 -0.0502 0.1419 -0.0000 -0.0000 0.0000 0.1590 10 0.0000 -010000 0.0000 010000 0.0000 -010000 -------------------------------------------------------- -- -------- I M-STRUDL BY CAST / REV. 2.61 SER a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: PCLIGOH SQUARE 16 OPEN - ALL STEEL - UBC PAGE 5 1 f fffti}fi}}}t#ff}}}ffff t RESULTS OF ANALYSIS t t }ff}iit}ifff}t}f}tf### TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE GIVEN ACTIVE UNITS : KIPS FEET DEGREES m LOAD INDEX : 5 LOAD TAG TL iff RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT I--- AXIAL ---I--- LOCAL Y --/-- LOCAL Z --/— TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ H0. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 5 TS6X4X1/8 5 -1.8312 0.0393 -0.0000 -0.0000 -0.0000 0.8343 0.9750 -1.8284 0.0470 -0.0000 -0.0000 -0.0000 0.7922 1.9500 -1.8257 0.0547 -0.0000 -0.0000 -0.0000 0.7426 2.9250 -1.8230 0.0624 -0.0000 -0.0000 -0.0000 0.6856 3.9000 -1.8203 0.0701 -0.0000 -0.0000 -0.0000 0.6210 4.9750 -1.8175 0.0778 -0.0000 -0.0000 -0.0000 0.5499 5.6500 -1.7629 0.2323 -0.0000 -0.0000 -010000 0.3B12 6.8250 -1.7602 0.2400 -0.0000 -0.0000 -0.0000 0.1510 7.8000 -1.7575 0.2477 -0.0000 -0.0000 -0.0000 -0.0868 8.7750 -1.6428 0.5721 -0.0000 -0.0000 -0.0000 -0.4984 9 -1.6400 0.5799 -0.0000 0.0000 -0.0000 -1.0599 'M I M-STRUDL BY CAST / REV. 2.61 SER a5c TIME : 11/21/1795 15:35:26 1 — TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 6 1 f RESULTS OF ANALYSIS # TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE GIVEN ACTIVE UNITS : KIPS FEET DEGREES m LOAD INDEX : 5 LOAD TAG : TL }ff RESULTANT MEMBER FORCES MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 9 TS6X3X1IGA 5 1.1151 -0.7745 -0.0000 0.0000 0.0000 -1.6216 6.5000 1.1151 0.0000 -0.0000 0.0000 0.0000 1.2695 6 1.1151 0.7745 -0.0000 0.0000 -0.0000 -1.6216 ---------------------------------------------------------------------- I M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 i TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 7 1 }}ifff ifff}+fff}iff if ff + RESULTS OF ANALYSIS f }}}f}ifif}ff }}}fff }}fff TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE GIVEN ACTIVE UNITS : KIPS FEET DEGREES +}i LOAD INDEX : 9 LOAD TAG : EX }ff RESULTANT MEMBER FORCES --- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG. Hr. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 1 TS515X3/16 1 0.3883 -0.0322 -0.0411 0.0000 -0.0000 0.0000 5 -0.2916 0.0322 0.0411 -0.0000 0.3285 -0.2574 2 TS5X5X3/16 2 0.5706 0.0817 -0.0411 -0.0000 0.0000 0.0000 6 -0.4740 -0.0817 0.0411 0.0000 0.3285 0.6536 5 TS6X4X1/8 5 0.2803 0.0050 -0.0053 -0.0000 0.0556 -0.2690 9 -0.2491 0.11BO 0.0169 0.0000 0.0248 -0.1703 6 TS6X4X1/8 6 0.3522 0.0392 -0.0053 -0.0000 0.0556 0.0999 9 -0.2978 0.0761 0.0169 0.0000 0,0248 -0.1868 9 TS6X3X11GA 5 -0.2126 0.0500 -0.0005 0.0000 0.0032 -0.1866 6 0.1441 0.1760 0.0005 0.0000 0.0032 -0.6319 10 TS613XIIGA 6 -0.2015 0.1131 0.0243 0.0000 -0.0589 0.1951 7 0.2015 0.1130 0.0243 0.0000 O.O5S9 -0.1951 12 TS6X3XI1SA 8 -0.1751 0.1130 -0.0243 0.0000 0.0587 0.2502 5 0.1751 0.1130 -0.0243 0.0000 -0.0589 -0.2502 13 TS3.5X3.5X3!16 5 -0.0072 0.0290 -0.0031 -0.0000 0.0035 0.0334 10 -0.0000 0.0000 0.0000 -0.0000 -010000 70.0000 14 T53.5X3.5X3/16 6 -0.0131 0.0277 -0.0031 0.0000 0.0035 0.0311 It 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 +++ LOAD INDEX 6 LOAD TAG X1 +++ RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z - ! - TORSIONAL -/--- LOCAL Y --/-- LOCAL Z -/ NO. TAG, NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 1 IJJFJX3ilo i •-2.1645 n •.V, -o.+..,, �•.. -10c A0n0A -A 0001) C.0000 n 1.7511 -3.5872 2 T55X513/16 2 -1.22B5 0.1775 -0.2186 -0.0-300 0.0000 -0.0000 6 1.3251 -0.1775 0.2106 0.0000 1.7492 1.4204 5 TS6X4X1/8 5 -1.52B4 -0.0155 -0.0137 -0.0000 0.1491 -0.2606 - 9 1.3981 -0.3528 0.0137 0.0000 -0.0159 0.8252 6 TS6X4X1/B 6 -1.3319 0.1930 -0.0132 0.0000 0.1475 1.B09B 9 1.2017 -0.5664 0.0132 -0.0000 -0.0109 0.8368 9 TS6X3XIIGA 5 1.2241 -0.9969 0.0161 0.0000 -0.1052 -3.6362 ------------------------------------------------- I M-STP.UDL BY CAST / REV. 2.61 SER a5c ------- TIME : 11/21/1995 15:05:26 1 1 TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 8 1 RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAB. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 6 -1.2241 -0.3074 -0.0161 0.0000 -0.1044 -0.8459 10 TSLX3XIISA 6 0.9123 -0.6521 -0.0000 0.0000 -0.0346 -1.5583 7 -0.9123 -0.6521 0.0000 0.0000 0.034.E 1.5583 12 TS6X3X118A 8 0.6465 -0.6521 010000 0.0000 0.0354 -1.2300 5 -0.6465 -0.6521 -0.0000 0.0000 -0.0354 1.2000 13 TS3.5X3.5X3/16 5 0.0361 -0.1021 0.0000 0.0000 0.0000 -0.1143 10 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 14 TS3.513.5X3/16 6 0.0361 -0.1021 0.0000 0.0000 -0.0000 -0.1143 11 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 'ff+ LOAD INDEX 7 LOAD TAG X2 fff RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MGMEN? MOMENT I TS5X513/16 I -1.2398 -0.3795 -0.2189 -0.0000 -0.0000 0.0000 1.3365 0.3795 0.2189 0.0000 1.7511 -3.0363 2 TS5X5X3/16 2 -0.2835 0.2464 -0.218E 0.0000 -0.0000 0.0000 6 0.3301 -0.2464 0.2196 -0.0000 1.7492 1.9714 5 TS6X4X1/B 5 -0.7711 -0.0462 0.0137 0.0000 0.1491 -0.6355 9 0.7153 -0.1114 0.0137 -0.0000 -O.O159 0.3945 6 TS6X4X1/8 6 -0.5746 0.1673 -0.0132 -0.0000 0.1475 1.4349 9 0.5189 -0.3249 0.0132 -010000 -0.0189 0.3761 9 TS6X3X11GA 5 0.7607 -0.6662 0.0161 0.0000 -0.1052 -2.9367 6 -0.7607 0.0234 -0.0161 0.0000 -0.1044 -1.5454 10 T66X3XISBA 6 0.4489 -0.3214 -0.0000 0.0000 -0.0346 -0.8569 7 -0.4489 -0.3214 0.0000 0.0000 0.0346 0.8588 12 TS6X3XI1EA 8 0.3831 -A.3214 -0.0000 0.0000 0.0354 -0.5306 0.3831 0.3214 0.9000 y.r;iatn -0.0354 0.5306 Tc3.5X3.5X3/16 5 0.0510 10 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 14 TS3.50.5X3116 6 0.0161 -0.0456 0.0000 0.0000 -0.0000 -0.0510 I1 -0.0000 0.0000 -0.0000 -0.01;00 0.0000 -0.0000 +++ LOAD INDEX : P LOAD Tec X3 fff RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --1 NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 1 TS5X5X3/16 1 1.0373 -0.0741 -0.1094 0.0000 0.0000 -0.0000 5 -0.9407 0.0741 0.1094 -0.0000 0.8756 -0.5926 I M-STRUOL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15.35:26 1 I TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 9 1 RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT 1--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG, NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 2 T55X5X3/16 2 1.5155 0.2397 -0.1093 0.0000 -0.0000 -0.0000 6 -1.4188 -0.2389 0.1093 -0.0000 0.8746 1.9112 5 TS6X4X1/B 5 0.90G7 -0.0501 -0.0068 -0.0000 0.0745 -0.9223 9 -0.9038 0.3549 0.0068 -0.0000 -0.0079 -0.5581 6 TS6X4XI/B 6 1.0069 0.0487 -0.0066 -0.0000 0.0738 011129 9 -0.9020 0.2402 0.0066 -0.0000 -0.0094 -0.5523 9 TS&X3X11GA 5 -0.40B9 0.2195 0.0081 0.0000 -0.0526 -0.3078 6 0.40S9 0.5643 -0.0081 0.0000 -0.0522 -1.9332 10 TS6X3XIIGA 6 -0.564B 0.3919 -0.0000 0.0000 -0.0173 0.7312 7 0.564E 0.3919 0.0000 0.0000 0.0173 -0.7312 12 TS6X3X11GA 8 -0.5977 0.3919 0.0000 0.0000 0.0177 0.8953 5 0.5977 0.3919 -0.0000 0.0000 -0.0177 -0.8953 13 TS3.5X3.5X3/16 5 -0.0270 0.0764 -0.0000 -0.0000 0.0000 0.0857 10 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 14 TS3.5X3.5X3/16 6 -0.0270 0.0764 0.0000 0.0000 -0.0000 0.0657 11 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 ----------------------------------------------------------------------- ----------------------------------------------------------------------- M-STRUDL BY CAST / REV. 2.61 SER a5c TIME : 11/21/1991 15:35:26 1 -i 1 TITLE: POLI60N SQUARE 16 OPEN - ALL STEEL - UBC PAGE 10 1 # RESULTS OF ANALYSIS f TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS : NONE GIVEN ACTIVE UNITS KIPS FEET DEGREES #tt LOAD INDEX 9 LOAD TAG EX tt{ RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAS, NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 5 TS6X4X1/8 5 -0.2803 -0,0050 0.0053 0.0000 -0.0556 0,2690 0,9750 -0.2775 0.0027 0.0053 0.0000 -0.0504 0.2701 1.9500 -0.2748 0.0104 0.0053 0.0000 -0.0452 0.2697 2.9250 -0.2721 0.0181 0.0053 0.0000 -0.0400 0.2498 3.9000 -0.2694 0.0250 0.0053 0.0000 -0.0348 0,2284 4.8750 -0.2667 0.0335 0.0053 0.0000 -0.0296 0.1995 5.0500 -0,2627 0.0558 0.0090 0.0000 -0.0222 0.1544 6.8250 -0.2599 0.0635 0.0090 0.0000 -0.0134 0.0763 7.8000 -0.2572 0.0712 0.0090 0.0000 -0.0047 0.0306 8.7750 -0.2518 0.1103 0.0169 0.0000 0.0083 -0.0590 9 -0.2491 0.1180 0.0169 0.0000 0.0248 -0.1703 6 TS6X411/8 6 -0.3528 -0.0392 0.0053 0.0000 -0.0556 -0.0999 0,9750 -0.3501 -0.0315 0.0053 0.0000 -0.0504 -0.0655 1.9500 -0.3474 -0.0238 0,0053 0.0000 -0.0452 -0.0395 2.9250 -0.3447 -0.0161 0.0053 0.0000 -0.0400 -0.0190 3.9000 -0.3419 -0.0084 0.0053 0.0000 -0.0348 -0.0071 4.8750 -0.3392 -0.0007 0.0053 0.0000 -0.0296 -0.0027 5.8500 -0.3283 0.0191 0.0070 0.0000 -0.0222 -0.0130 6.8250 -0,3256 0.0268 0.0090 0.0000 -0.0134 -0.0354 7.3000 -0.P29 0.0345 0.0090 0.0000 -0.0047 -0.0,653 8.7750 3025 n ncc4 n nl,o 0,D000 0.0'''83 0.1164 9 -0.2978 0.0761 0.0169 0.0000 0.0248 -0.1868 9 TS6X3X116A 5 0.2126 -0.0500 0.0005 0.0000 -0.0032 0.1066 1.3000 0.2126 -0.0407 0.0005 0.0000 -0.0025 0,2455 2.000 0.2060 -0.0133 0.0005 0.0000 -0.0019 0.2725 g0nn 0.19B1 0 nllc 0.0005 0.0000 -0.0013 0.2751 5.2000 0.1981 0.0269 0.0005 0.0000 -0.0006 0.2463 6.5000 0,1883 0.0630 0.0005 0.0000 -0.0000 0.1786 7.8000 0.1785 0.0971 0.0005 0.0000 0.0006 0.0826 9.1000 0.1785 0.1084 0.0005 0.0000 0.0013 -0.0522 10.4000 0.1707 0.1392 0.0605 0.0000 0.0019 -0.21B6 11.7000 0.1641 0.1666 0.0005 0.0000 0.0025 _ -0.4092 6 0.1641 0.1760 0.0005 0.0000 0.0032 -0.6319 I M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 I TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 11 1 tit LOAD INDEX : 6 LOAD TAG : X1 m RESULTANT MEMBER FORCES MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --: - LOCAL Z --/ NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 5 TS6X4X1/8 5 1.5224 0.0155 0.0137 0.0000 -0.1491 0.2606 0.9750 1.5311 0.0232 0.0137 0.0000 -0.1358 0.2417 1.9500 1.5338 0.0309 0.0137 0.0000 -0.1224 0.2153 2.9250 1.5365 0.0386 0.0137 010000 -0.1091 0.1814 3.9000 1.5373 0.0463 0.0137 0.0000 -0.0958 0.1400 4.8750 1.5420 0.0340 0.0137 0.0000 -0.0925 010911 5.B500 1.4948 -0.0794 0.0137 0.0000 -0.0692 0.1194 6.8250 1.4975 -0.0717 0.0137 0.0000 -0.0558 0.1930 7.8000 1.5003 -0.0640 0.0137 0.0000 -0.0425 0.2591 8.7750 1.3954 -0.3605 0.0137 0.0000 -0.0292 0.4774 9 1.3961 -0.3528 0.0137 0.0000 -010159 0.825E 6 TS6X4X1/8 6 1.3319 -0.1980 0.0132 -0.0000 -0.1475 -1.5098 0.7750 1.3346 -0.1903 0.0132 -0.0000 -0.1346 -1.6205 1.9500 1.3373 -0.1926 0.0132 -0.0000 -0.1219 -1.4387 2.9250 1.3401 -0.1749 0.0132 -0.0000 -0.1087 -1.2644 3.9000 1.3428 -0.1672 0.0132 -0.0000 -0.0961 -1.0976 4.6750 1.3455 -0.1595 0.0132 -0.0000 -0.0932 -0.9383 5.8500 1.2983 -0.2929 0.0132 -0.0000 -0.0703 -0.7019 6.8250 1.3011 -0.2852 0.0132 -0.0000 -0.0575 -0.4200 7.8000 1.3039 -0.2775 0.0132 -0.0000 -0.0446 -0.1457 8.7750 1.19B9 -0.5741 0.0132 -0.0000 -0.0318 0.2809 9 1.2017 -0.5664 0.0132 -0.0000 -0.0189 0.8368 9 TS6X3X116A 5 -1.2241 0.9969 -0.0161 0.0000 0.1052 3.6362 1.3000 -1.2241 1.0063 -0.0161 0.0000 0.0842 2.3341 2.6000 -1.2241 0.8255 -0.0161 0.0000 0.0633 1.2291 3.9000 -1.2241 0.6025 -0.0161 0.0000 0.0423 0.2404 5.2000 -1.2241 0.6179 0.0161 0.0000 0.0213 -0.5567 6.5000 -1.2241 0.3448 -0.0161 0.0000 0.0004 -1.0835 V.V iii -v.u1u1 V. VVVv -U.IlC VO -1.'1JJl 9.1000 -1.2241 0.0811 -0.0161 0.0000 -0.0416 -1.5524 10.4000 -1.2241 -0.1359 -0.0161 0.0000 -0.0625 -1.4602 11.7000 -1.2241 -0.3167 -0.0161 0.0000 -0.0835 -1.2516 '- - 6 -1.2241 -0.3074 -0.0161 0.0000 -0.1044 -0.8459 it+ LOAD INDEX : 7 LOAD TAG : X2 *if -1 -------------------------------------------------------------------- I M-STRUOL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 I TITLE: POLIGON SQUARE 16 OPEN - ----------------------------------------------------------------------- ALL STEEL - UBC PAGE 12 1 RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT I--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --I-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG, NO. FORCE SHEAR FORCE SHEAR FORCE MOMEP:T MOMENT MOMENT 5 TS6X4X1/8 5 0.7711 0.0462 0.0137 0.0000 -0.1441 0.6355 0.9750 0.7738 0.0539 0.0137 0.0000 -0 1359 0.5867 1.9500 0.7765 0.0616 0.0137 0.0000 -0.1224 0.5304 2.9250 0.7792 0.0693 0.0137 0.0000 -0.1091 0.4665 3.9000 0.7020 0.0770 0.0137 0.0000 -0.0958 0.3952 4.8750 0.7847 0.0947 0.0137 0.0000 -0.0825 0.3164 5.8500 0.7611 0.0181 0.0137 0.0000 -0.0692 0.2746 6.8250 0.7633 0.0258 0.0137 0.0000 -0.0558 0.2532 7.B000 0.7666 0.0335 0.0137 0.0000 -0.0425 0.2244 6.7750 0.7126 -0.1191 0.0137 0.0000 -0.0292 0.2721 9 0.7153 -0.1114 0.0137 -0.0000 -0.0159 0.3845 6 TS614XI/B 6 0.5746 -0.1673 0.0132 0.0000 -0.1475 -1.4349 0.9750 0.5773 -0.1596 0.0132 0.0000 -0.1346 -1.2755 1.9500 0.5800 -0.1519 0.0132 0.0000 -0.1219 -1.1237 2.9250 0.5820 -0.1442 0.0132 0.0000 -0.1039 -0.9793 3.9000 0.5355 -0.1365 0.0132 0.0000 -6.0961 -0.8424 4.B750 0.5882 -0.1268 0.0132 0.0000 -0.0832 -0,7130 5.8500 0.5646 -0.1955 0.0132 0.0000 -0.0703 -0.5466 6.8250 0.5674 -0.1870 0.0132 0.0000 -0.0575 -0.3598 7.8000 0.5701 -0.1801 0.0132 0.0000 -0.0446 -0.1805 8.7750 0.5161 -0.3326 0.0132 0.0000 -0.0318 0.0755 9 0.5189 -0.3249 0.0132 -0.0000 =0.0189 0.3761 9 TS6X3XllGA 5 -6.7607 0.6662 -0.0161 0.0000 0.1052 2.9367 1.3000 -0.7607 0.6755 -0.0161 0.0000 0.0842 2.0646 2.6000 -0.7607 0.5847 -0.0161 0.0060 0.0633 1.2906 3.9000 -0.7607 0.4740 -0.0161 0.0000 0.0423 0.5720 5.2000 -0.7607 0.4842 -0.0161 0.0000 0.0213 -0.0513 6.5000 -0.7607 0.3443 -0.0161 0.0000 0.0004 -0.5381 7.8000 -0.7607 0.2053 -0.0161 0.0000 -0.0206 -0.9477 9.1000 -0.7607 0.2147 -0.0161 0.0000 -0.0416 -1.2208 10.4000 -0.7607 0.1048 -0.0161 0.0000 -0.0625 -1.3987 6 -0.7607 0.0234 -0.0161 0.0000 -0.1044 -1.5454 ttt LOAD INDEX 8 LOAD TAB : X3 tit K[SUL.I.n� rEMBER FORCES ----- MEMBER SECTION JOINT I--- AXIAL ---I--- LOCAL Y -I-- LOCAL Z -/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --i NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 5 TS6X4Xl/B 5 -0.9087 0.0581 0.0068 0.0000 -0.0745 0.9223 0.9750 -0.9060 0.0658 0.00.68 0.0000 -0.0679 0.B619 1.9500 -0.9033 0.0735 0.0068 0.0000 -0.0612 0.7940 --------------------------------------------------------- I M-STRUOL BY CAST / REV. 2.61 SER : a5c - ------ TIME : 11/21/1995 15.35:26 1 I TITLE: POLI60H SQUARE 16 OPEN - ALL STEEL - UBC PAGE 13 1 RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT / -- AXIAL.---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL 2 --/ NO. TAG. N0. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 2.9250 -0.9005 0.0812 0.0068 0.0000 -0.0546 0.7186 3.9000 -0.6978 0.0889 0.0068 0.0000 -0.0479 0.6357 4.8750 -0.6951 0.0966 0.0068 0.0000 -0.0412 0.5453 5.8500 -0.8677 0.1739 0.0068 0.0000 -0.0346 0.4056 6.8250 -0.8650 0.1816 0.0068 0.0000 -0.0279 0.2322 7.8000 -0.8623 0.1693 0.0068 0.0000 -0.0213 0.0514 8.7750 -0.8065 0.3472 0.0068 0.0000 -0.0146 -0.2158 9 -0.8038 0.3549 0.006B -0.0000 -0.0079 -0.5581 6 TS6X4X1/8 6 -1.0069 -0.0487 0.0066 0.0000 -0.0738 -0.1129 0.9750 -1.0042 -0.0410 0.0066 0.0000 -0.0673 -0.0692 1.9500 -1.0015 -0.0333 0.0066 0.0000 -0.0609 -0.0330 2.9250 -0.9908 -0.0256 0.0066 0.0000 -0.0545 -0.0043 3.9000 -0.9960 -0.0179 0.0066 0.0000 -0.0480 0.0169 4.9750 -0.9933 -0.0102 0.0066 0.0000 -0.0416 0.0306 5.8500 -0.9660 0.0672 0.0066 0.0000 -0.0352 -0.0050 6.8250 -0.9633 0.0749 0.0066 0.0000 -0.0287 -0.0743 7.0000 -0.5605 0.0825 0.0066 0.0000 -0.0223 -0.1510 8.7750 -0.9047 0.2405 0.0066 0.0000 -0.0157 -0.3141 9 -0.9020 0.2482 0.0066 -0.0000 -0.0094 -0.5523 9 TS6X3X116A 5 0.4087 -0.2195 -0.0001 0.0000 0.0526 0.3079 1.3000 0.4089 -0.2102 -0.0081 0.0000 0.0421 0.5871 2.6000 0.4039 -0.1069 -0.0001 0.0000 0.0316 0.7510 3.9000 0.4069 0.0142 -0.0081 0.0000 0.0212 0.8392 5.2000 0.4089 0.0236 -0.0081 0.0000 0.0107 0.9146 6.5000 0.4089 0.1724 -0.0081 0.0000 0.0002 0.6384 7.BO00 0.4009 0.3212 -0.0081 0.0000 -0.0103 0.3664 9.1000 0.4099 0.3306 -0.0081 0.0000 -0.0208 -0.0573 10,4000 0.4089 0.4517 -0.0081 0.0000 -0.0313 -0.5937 11,7000 0.4069 0.5549 -0.0001 0.0000 -0.0417 -1.2057 6 0.4089 0.5643 -0.0081 0.0000 -0.0522 -1.9332 -J6 I M-STRUOL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: POLISON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 14 1 f#{}##{{{f ff{{ffffffff} } RESULTS OF ANALYSIS TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE 61VEll ACTIVE UNITS KIPS FEET DEGREES f}} LOAD INDEX : 9 LOAD TAG EX *** RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 10 TS6X3XIIGA 6 0.2015 -0.1130 -0.0243 0.0000 0.0589 -0.1951 6.5000 0.2015 0.0000 -0.0000 0.0000 -0.0324 0.2061 7 0.2015 0.1130 0.0243 0.0000 0.0589 -0.1951 12 TS6X3XII6A 8 0.1751 -0.1130 0.0243 0.0000 -0.0509 -0.2502 -, 6.5000 0.1751 0.0000 0.0000 0.0000 0.0324 0.1510 5 0.1751 0.1130 -0.0243 0.0000 -0.0569 -0.2502 {}{ LOAD INDET : 6 LOAD TAG : X1 {ff RESULTANT MEMBER FORCES MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ NO. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 10 TS6X3X116A 6 -0.9123 0.6521 0.0000 0.0000 0.0346 1.5583 6.5000 -0.9!23 -0.0000 0.0000 0.0000 0.0346 -0.9204 7 -0.9123 -0.6521 0.00,110 0.0000 0.0346 1.5583 12 TS6X3X11GA 8 -0.8465 0.6521 -0.0000 0.0000 -0.0354 1.2300 6.5000 -0.8465 -0.0000 -0.0000 0.0000 -0.0354 -1.2497 5 -0.3465 -0.6521 -0.0000 0.0000 -0.0354 1.2300 {{{ LOAD INDEX : 7 LOAD TAG : X2 fff RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y - /-- LOCAL Z -/ N0. TAG. Na. FGSCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 10 TS6X3XIISA 6-0.4469 0.3214 0.0000 0.0000 0.0346 0.8588 I M-STRUDL BY CAST / REY. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 15 1 RESULTANT MEMBER FORCES ----- MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ 1(0. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 6.5000 -0.4489 -0.0000 0.0000 0.0000 0.0346 -0.3750 7 -0.4489 -0.3214 0.0000 0.0000 0.0346 0.8588 12 TS6X3XIIGA 8 -0.3B31 0.3214 0.0000 0.0000 -0.0354 0.5306 6.5000 -0.3931 -0.0000 0.0000 0.0000 -0.0354 -0.7032 5 -0.3831 -0.3214 0.0000 0.0000 -0.0354 0.5306 fff LOAD INDEX : 8 LOAD TAG : X3 fff RESULTANT MEMBER FORCES MEMBER SECTION JOINT /--- AXIAL ---/--- LOCAL Y --/-- LOCAL Z --/-- TORSIONAL -/--- LOCAL Y --/-- LOCAL Z --/ N0. TAG. NO. FORCE SHEAR FORCE SHEAR FORCE MOMENT MOMENT MOMENT 10 TS6X3XIISA 6 0.5648 -0.3919 0.0000 0.0000 0.0173 -0.7312 6.5000 0.5648 0.0000 0.0000 0.0000 0.0173 0.7200 7 0.5648 0.3919 0.0000 0.0000 0.0173 -0.7312 TS6X3XIIGA 8 0.5977 -0.3919 -0.0000 0.0000 -0.0177 -0.0953 6.5000 0.5977 0.0000 -0.0000 0.0000 -0.0177 0.55J9 5 0.5977 0.3917 -0.0000 0.0000 -0.0177 -0.8953 ----------------------------------------------- I M-STRUDL BY CAST / REV. 2.61 SER aic TIME : 11/21/1975 15:35:26 1 1 TITLE: POLIGON SDUARE 16 OPEN - ALL STEEL - UBE PAGE 16 1 i RESULTS OF ANALYSIS + +fi{ffff{}i}i}fti}i{f{{ ' TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE GIVEN ACTIVE UNITS : KIPS FEET DEGREES it, LOAD INDEX 5 LOAD TAG : JOINT REACTIONS AT SUPPORTS ----- JOINT /---------------------------- NO. X FORCE Y FORCE 1 0.1149 2.3694 2-0.1149 2.3694 3-0.1149 2.3694 4 0.1149 2.3694 TOTAL-0.0000 9.4778 in LOAD INDEX : 9 LOAD TAG : JOINT REACTIONS AT SUPPORTS ----- JOINT I ----------------------------- no. X FORCE Y FORCE I-0.0518 0.3883 2-0.0868 0.5706 3-0.0068 0.5706 4-0.0519 0.3883 T"uIAL -0.2772 1.9178 in LOAD INDEX : 6 LOAD TAG 19INT REACTIONS AT cgnencTC JOINT/ ----------------------------- 110. X FORCE Y FORCE 1-0.4718 -2.1848 2-0.2902 -1.2295 3-0.2802 -1.2261 4 -0.4713 -2.1846 TL M GLOBAL REACTIONS Z FORCE X MOMENT Y MOMENT 0.1147 0.0000 0.0000 0.1149 0.0000 0.0000 -0.1149 0.0000 0.0000 -0.1149 0.0000 0.0000 0.0000 EX }i} Z MOMENT 0.0000 0.0000 0.0000 0.0000 GLOBAL REACTIONS ------------------------------------/ Z FORCE X MOMENT Y MOMENT Z MOMENT 0.0063 0.0000 0.0000 0.0000 0.02B7 0.0000 0.0000 0.0000 -0.0287 0.0000 0.0000 0.0000 -0.0063 0.0000 0.0000 0.0000 -0.0000 X1 ++i GLOBAL REACTIONS Z FORCE X MOMENT Y MOMENT -0.1623 0.0000 0.0000 -0.0291 0.0000 0.0000 0.0291 0.0000 0.0000 0.1623 0.0000 0.0000 Z MOMENT 0.0000 0.0000 0.0000 0.0000 I M-STRUOL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 17 1 JOINT REACTIONS AT SUPPORTS I JOINT / --------------------- No. I FORCE TOTAL-1.5040 ------------- GLOBAL REACTIONS ------ Y FORCE Z FORCE X MOMENT -6.8266-0.0000 ttf LOAD INDEX : 7 LOAD TAB : X2 tft JOINT REACTIONS AT SUPPORTS JOINT /---------------------------------- GLOBAL REACTIONS ------- NO. X FORCE Y FORCE Z FORCE X MOMENT 1-0.4231 -1.2398 -0.1136 0.0000 2-0.3289 -0.2835 0.0196 0.0000 3-0.3289 -0.2835 -0.0196 0.0000 4-0.4231 -112398 0.1136 0.0000 TOTAL-1.5040 -3.0466 -0.0000 tit LOAD INDEX 8 LOAD TAB : X3 fit JOINT REACTIONS AT SUPPORTS JOINT /---------------------------------- GLOBAL REACTIONS NO. X FORCE Y FORCE Z FORCE X MOMENT 1 -0.1298 1.0373 0.0250 0.0000 2 -0.2462 1.5155 0.0916 010000 3 -0.2462 1.5155 -0 A916 0.0000 4 -0.129B 1.0373 -0.0250 0.0000 TOTAL -0.7520 5.1056 -0.0000 -----------------------/ Y MOMENT Z MOMENT Y MOMENT Z MOMENT 0.0000 0.0000 0.0000 0.0000 0.0000 010000 010000 0.0000 Y MOMENT Z MOMENT 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 �o I M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 I TITLE: POLIGON SDUARE 16 OPEN - ALL STEEL - UBC PAGE IS I +#:++ttt}itttitttfit++t + RESULTS OF ANALYSIS + TYPE OF THE PROBLEM : SPACE FRAME RESTART STATUS NONE GIVEN ACTIVE UNITS : KIPS INCHES DEGREES itt LOAD INDEX : 5 LOAD TAG : TL *if RESULTANT JOINT DISPLACEMENTS ----- JOINT /---------- GLOBAL DISPLACEMENTS ----------- /-------------- GLOBAL ROTATIONS ------------/ N0. X DIRECTION Y DIRECTION Z DIRECTION X DIRECTION Y DIRECTION Z DIRECTION 1 -0.0000000 -0.0000000 -0.0000000 -0.0260770 -0.0000000 0.0269770 2 0.0000000 -0.0000000 -0.0000000 -0.0268770 -0.0000000 -0.0268770 3 0.0000000 -0.0000000 0.0000000 0.0268770 0.0000000 -0.026B770 4 -0.0000000 -0.0000000 0.0000000 0.0268770 -0.0000000 0.0268770 5 -0.0014262 -0.0021829 -0.0014282 0.051196B -0.0000009 -0.0511968 6 0.0014282 -0.0021829 -0.0014202 0.0511963 -0.0000000 0.0511968 7 0.0014282 -0.0021029 0.0014282 -0.0511968 0.0000000 0.0511968 8 -0.0014292 -0.0021820 0.0014282 -0.0511968 -0.0000000 -0.0511968 9 0.0000000 -0.0167072 -0.0000000 0.0000000 -0.0000000 0.0000000 10 -0.0089160 0.0277391 -0.0089160 0.0460490 -0.0000000 -0.0468480 11 0.0089160 0.0277391 -0.0039160 0.0468430 -0.0000000 0.0468490 12 0,008916d 10.0277391 0.0069160 -0.0463480 0.0000000 0/0469480 l3 -0.0089160 0.0277331 0.0083160 -0.0468400 -0.0000000 -0.0468480 Tit LOAD INDEX 9 LOAD TAG EX it+ RESULTANT JOINT DISPLACEMENTS ----- JOINT /---------- GLOBAL DISPLACEMENTS -----------/-------------- GLOBAL POTATIONS ------------ NO. X DIRECTION Y DIRECTION Z DIRECTION X DIRECTION Y DIRECTION Z DIRECTION 1 0.0000000 -0.0000000 -0.0000000 -0.0015593 0.0005065 -0.0681363 2 0.9000900 O'A000000 0.0000000 -0.0066610 0.00058.5 -0.076355.E 3 0.00000,10 -0.0000000 0.0000000 0.0066610 -0.0005065 -0.0763556 4 0.0000000 -0.0000000 0/0000000 0,0015593 -0.0005865 -0.0681363 A,A^45f,a -n.0003!9 -6.^^02243 0.0n11"^ 0.000586` ".^3295na 6 n,0949942 -0.0004910 -0.0002591 n.0128599 0.0005865 -0.0173753 i 0.0949942 -0.0004912 0.0002581 -0.0128579 -0.0005865 -0.0173753 6 0.0345116 -0.0003197 010002243 -0.0027150 -0.000586.1 -0.0327502 9 0.0948960 -0.0028543 0.0000000 -0.0000000 0.0000000 0.01091BB - l0 0.0893155 0.0103696 -0.0003747 0.0016938 0.0004645 -0.0316680 11 0.0919976 -0.0023934 -0.0023074 0.0119387 0.0004645 -0.0183351 12 0.0919976 -0.0023934 0.0023074 -0.0118387 -0.0004645 -0.0183351 13 0.0893151 0.0103696 0.0003747 -0.0016938 -0,0004641 -0.0318680 1 i I M-STRUDL BY CAST / REV. 2.61 SER : a5c TIME : 11/21/1995 15:35:26 1 1 TITLE: POLIGON SQUARE 16 OPEN - ALL STEEL - UBC PAGE 19 1 +++ LOAD INDEX : 6 LOAD TAG X1 f++ RESULTANT JOINT DISPLACEMENTS ----- ' JOINT /---------- GLOBAL DISPLACEMENTS ----------- /-------------- GLOBAL POTATIONS ------------ NO. X DIRECTION Y DIRECTION Z DIRECTIONI X DIRECTION Y DIRECTION Z DIRECTION 1 0.0000000 0.0000000 0.0000000 0.0374016 -0.0191814 -0,4158876 2 0.0000000 0.0000000 0.0000000 0.0072707 -0.0187758 -0.3706022 3 0.0000000 0.0000000 -0.0000000 -0.0072707 0.0197758 -0.3706022 4 0.0000000 0.0-300000 -0.0000000 -0.0374016 0.0191814 -0.4158976 5 0.5177811 0.0021002 0.0010942 -0.0728619 -0.0191814 -0.0953083 6 0.5146455 0.0012007 0.0011695 -6.0124652 -0.01B7758 -0.1802648 7 0.5146455 0.0012007 -0.0011695 0.0124652 0.018775E -0.1802648 8 0.5177811 0.0021002 -0.0010842 0.0720619 0.0191B14 -0.0953003 9 0.5166397 0.0140040 0.0000000 -0.0000000 0.0000000 0.0527676 10 0.5084613 0.0106725 0.0061284 -0,0700343 -0.0191814 -0.0981359 11 0.4926031 -0.0578266 0.0006502 -0.0096375 -0.0187758 -0.1774372 r, i.00[n" -n [ :..057826.: -n ±1nA [4M n. nno[9pr n mev^qc _n [77.v�o 13 0.5084613 0.0106721 -0.0061284 0.0700343 0.0191814 -0,0981359 +++ LOAD INDEX 7 LOAD TAG : X2 +++ RESULTANT JOINT DISPLACEMENTS ----- JOINT /---------- GLOBAL DISPLACEMENTS -----------/-------------- 6LOBAL ROTATIONS ------------/ - NO. X DIRECTION Y DIRECTION Z DIR--tCTION X DIRECTION Y DIRECTION Z DIRECTION 1 0.0000000 0.0000000 0.0000000 0.0260179 -0.0111814 -0.4045039 2 0.0000000 0.0000000 -0.0000000 -0.0041050 -0.0197752 -0.3819859 3 0.0000000 0.0000000 0.0000000 0.001050 0.0181758 -0.3819859 4 0.0000000 0.0000000 -0.0000000 -0.0260179 0/0191814 -0.4045037 5 O.JI71876 0.0012114 0.0004907 -0.0511572 -0.0171814 -0.1170130 6 O.J152391 0.0003120 0.0005750 0.0092391 -0.0197758 -0.1585601 7 0.5152391 0.0003120 -0.0005750 -0.0092395 8 0.5171876 0.0012114 -0.0004907 0.0511572 0.01,11814 -0.1170130 • 9 0.5166397 0.0070775 0.0000000 -0.0000000 0.0000000 0.0527876 10 O.JO46736 0.02254BO 0/0023405 -0.0499933 -0.0171814 -0.1181768 11 0.4963906 -0.0459511 0.0040620 0.0104034 -0.0187758 -0.1573962 12 0.4763906 -0.0459511 -0.00411628 -0.0104034 0.0197755 -0.1573962 13 0.5046738 0.0225490 -0.0023405 0.0499933 0.0191814 -0.1101768 +++ LOAD INDEX 8 LOAD TAG X3 +++ ul ----------------------------------------------------------------------- ---------------------------------------------------------------------- I M-STRUDL BY CAST / REV. 2.61 SER a5c TIME : 11/21/1995 15:35.26 1 1 TITLE: POLIGON SHARE 16 OPEN - ALL STEEL - UBC PAGE 20 1 ----------------------------------------------------------------------- ----------------------------------------------------------------------- RESULTANT JOINT DISPLACEMENTS JOINT /---------- GLOBAL DISPLACEMENTS -----------/ N0. X DIRECTION Y DIRECTION Z DIRECTION 1 0/0000000 -0.0000000 -0.0000000 2 0.0000000 -0.0000000 -0.0000000 3 0.0000000 -0.0000000 0.0000000 4 0.0000000 -0.0000000 0.0000000 5 0.2575829 -0.0009301 -0.0007655 6 0.2566304 -0.0013798 -0.0007234 7 0,2586304 -0.0013790 0,0007234 8 0.2575829 -0.0009301 0.0007655 9 0.2583198 -0.0092781 0.0000000 10 0.2459851 0.0310013 -0.0051813 11 0.2545470 -0.0031682 -0.0039204 12 0.2545470 -0.0031682 0.0039204 13 0.2459851 0.0310813 0.0051913 ----------- GLOBAL ROTATIONS ------------/ X DIRECTION Y DIRECTION Z DIRECTION -0.0061214-0.0095907-0.1031216 -0.021182?-0.0093879-0.2101233 0.0211829 0.0093079-0.21012-13 0.0061214 0.0095907-0.1831216 0.0108721-0.0095907-0.0949572 0.0410705-0.0093B79-0.0428293 -0.0410705 0.0093879 -0.0428E?3 -0.0108721 0.0095907-0.0949572 -0.0000000 0.0000000 0.0263938 0.0084478-0.0095907-0.0925329 0.0386462-0.0093879-0.0452536 -0.0366§62 0.0093279-0.0452536 -0.0084478 0.0095707-0.0925329 � k WON '� SIT <+ a ♦ t ° e:i �.4 r �.. yw :�yt .:%d':+K4` &�7F ��a-� '��'u�. ..'F " �"� z(T^`� vt r er art`•-i ems' : S�-L - --'+` ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL 34982-5652 561462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design arehtf-at or engineer. This Certification must be submitted with all appliptions for building Pertnifimolving tFre construction of ne N residence (single w mU18-fam8y), raSder�al addition, any accessory s(req� a building permit, and any nonresidential structure. This Certification shall not a e �� wags. columns w other similar component is PPN to interior renovations (provided that no structural the BuildingIns bong -(faded) and certain other rrmgr bLBldmg permits. For further assistance, please oontad Inspection Office at 462-1553 Or 462-2172. CST 0 2 ll _ l 1 CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASnalete the etwrowtte box) SUMPTIONS UaFn 1. STANDARD BUILDING CODE 1997 EDITION it" ASCE 7-95 _OTHER (SPECIF1) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED _ PARTIALLY ENCLOSED _ OPEN BUILDING ✓ 3. BUILDING HEIGHT., g • 6" FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH 6. WIND EXPOSURE CLASSIFICATION OUnM TO OMOSURE TABLES IN BUILDING CODE IDENmFIED IN LINE 01): -. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: ZA PSF 7. . PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 1-1.Z PSF v 8. IMPORTANCE(USE FACTOR (OBTAIN FROM BUILDING CODE): 1.0 9. I I .LOADS: FLOOR PSF ROOFIDEAD: _ % RSF ROOF/LiVE: -30 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach explaination) �„�•, 5TW,',�E 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES 1( NO _ If NO, why? (attach explahaficn). 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES explaination) NO _ If NO, why? (attach 13. MINIMUM SOIL BEARING PRESSURE: 1,P019 PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH HIS'CER 1 IFIQATI0N IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: 0014MA L. OMM Q CERTIFICATION NO: All! OD01344O DESIGN FIRM: 6moslNS1 SLDii i $frRa p{tirnj DATE: �.� • qq A 1 V FORM NO: 02OZO