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Plans • 0 n t — I o $10 � rn ' o F T 0 - 4 -0 V.I.F. i . P 414 t".. i \ C 3 3 g, `--�' v' 2 So N .1s A`e 0 H. -T 5'-0` V.I.F. _ � • o I „ .AV 1 it t - - - - A . , v 3wG R 3 .rM� kg r. 1 a' :: p n O �� 0 Y i 1+ I Q o ,T C a n co z x y. 3g ;1 I I 0 ...... . , 1 -- _- II © RECEIVED Cgn Approve - �..... OCT 4 205 Condiftonaiiy � . ed ►n: as 3e m CITY OF TIGARD For oil X10 0 • "' .... ry ' BUILDI a 0 PE SION Fo a . z sae Letter tc : 0 InS H ; � 0 •..„...-- ,.. z m M 1 :. Tai N m it- D=r 1- E z m I z 0 to b .. T. , fs 0 5 c 1 \„,...:9„...„, Algt-11- R, , , P O ° THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ZEBRA AWNING CO. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION JOB NO.: CUSTOMER: DATE: 888 INNES AVENUE WILLIAMS - SONOMA 09 -28-05 ZEHRR SAN FRANCISCO, CA 94124 DTr s E APPROVED BY PHONE: 415.821 .4000 WASHINGTON SQUARE MALL aVFI IhY�lriili<7h ilrl+1TD FAX: 415.821.4001 TIGARD, OR www.zebraawning.com MILE NAME: SHEET NO.: WS TIGAHDCMS. DWO 1 OF 4 s• — — - r D m _- 4 I F ±1O -4' 11 4 z ZN N Z / ° ` 1+ co b O i 1 C - 1 < — ' - IC C 1 NOM yi I VALANCE ? a 1 TYP. I. ,-- • ... D r - - i+ b — 1111 Pel IWPA*1 ®i uI i1I11l 14x\ - 11111 _1i ' 1 1 0 1 1' 1 D tom f t -- 4 1Fi iii ® co r .. i — — - - __ it I -r- . NN, 01 I+ t b I .14' -4• i ■ n D 3 ow i ?P+ D � z (1" T o m- ° mo _ f A z THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ZEBRA AWNING CO. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION JOB NO.: CUSTOMER: DATE: 888 INNES AVENUE WILLIAMS - SONOMA 09 -28 -05 II� SAN FRANCISCO. CA 94124 OTT sRE WASHINGTON SQUARE MALL "r D BY PHONE: 415.821.4000 TIGARD, OR ae r 1ILIMI i/ 1r0 FAX: 415.821.4001 www.zebraawning.com "E "A"E SHEET ND. ws TIGARD OR DWG 2 OF 4 y 1 8 J • H I b - - 1 9 y T ( " I 41114 G m 1 . � aw ±14' -4', V.I.F. m W ° N - -Pi D _ rn k'r 0 All O T � , m +t g m D 5 pI+ r r �' D _, u I+ �, rn . y� 0? 4 6 O 4 b 3 I - 3 m 9" VALANCE 5'-0', V.I.F. rr TYP. = m C ± 14' -4 4) .I i I 1 _- 1 I - - - II A iii T 1 --0:-".9:1+ • 4p ±10' -4 ", V.I.F. 0) ° 1 ii D' n a ^Z m0 m m� z m �5 g $ b 0 r 4 � b P m 3 : 3 I 1 m _ 4'-0', V.I.F. 9" VALANCE II } m n I ± H 104" THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF ZEBRA AWNING CO. AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION JOB NO.: CUSTOMER: DATE: 888 INNES AVENUE WILLIAMS - SONOMA 09 -28 -05 ZEBIgr SAN FRANCISCO, CA 94124 O1Y srrE' WASHINGTON SQUARE MALL APMVED BY PHONE: 415.821 .4000 1. uJ' I'L,•+Lh FAX: 415.821.4001 TIGARD, OR �, www.zebraawning.com VILE M . Ski ND.: VVS WARD OR 3OF4 Oct 20 05 09:28a AG Rolin Cons 5036635647 p.2 u c.c. o r-t cif- eU) P so Prof- " � co,-. NgeT' /o res G (,.) , N' - 4 - SvFI�(27 it svPicbcT1. -tc. 62- d)"4`'N 75 �� 2� 105 � . _ Q j C� W) -.1.0 2'8 ; � / 3 , wZ& voj .41°. - ie / 4 • EGON 1 o,' 1 0 ,�� � �EX?i.',_.i. 12-31.20 _ _1 / s L). XIC0gA PIP- 4A7brz_�rv6er A rz.► --i S l p I. 1 t F H o 11 * , N / �t 0 l, z i / 5 '4 r 5 Q H L 1 111% 4 q 0111111110 "-A1 9 14 1 19 �i� Fie,4 r- 1 Ir4 C } � 2) eo7T i i, C2) AG L. wo,r-lr--- "nc) `' D, P �c 1 1 "'T +.-1 /Arc Co,..) IL0R - Or...) 1-�IP6`-GAT. -7- A(z.►� cora,..)K>`7'rop -3 Z°p3 ! 6 f-, 0►. air to, 12.w 5 u PPe / - - rJ. -•I e. az. Bl../i11--.1 1' csT er 7 Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 JMW - - 2:12 PM W0517 J W0517 willlam sonoma awning - tall -a.. Oct 20 05 OO:28a AG Rol in Cons 5036635647 p. 3 a: 1 v 0 r-i 4 Mr .5" oPtcbr fa.C.s.1.44,<._ c °'`� ,� dZTC)n-i Ay orb �'� ` lf . c. ,,;; PROF 1:/".:1: 1181 i / , ORE -ON el, 4 , 6 43 •,,. G Rov Exp1; :_; 12 -JI -20 / 4.0- , ,,_/6,0t Pipe; — A-rt) n_-rv+3 � 0 i� 110 4. T . le -. Al 1 11 11 14 �' / 11 I �1I =� �' 5 " i 4 ,o ``nr�O i / 20 7f F/2-4i44) e-2 /7 d»l er /QGam. u'°F1' piper4.cTaR"o -,e " 44 co >,..>157. 0,-15 Ta c C..y �R.pn U N c�7J es-7;4r -e UPPOyE.T lad. f�i O I`.D Jai y D ��, - d Rohn Consulting _ William Sonoma Awnings-lift tall October 19, 2005 JMW 70 2:16 PM W0517 w0517 Wiliam sonoma awning smal... Oct 20 05 12:20p AG Rol in Cons 5036635647 p.2 TEi< SCREW 1 1/70 16 GA STEEL 1111 FRONT BAR r I i i s 4 6" �t,} C T(J E7oxx >1/4' V 4 ' F 1 1 /4' 0 STEEL LU ��� ED PROFs ( FINGER / 'I 0 �C �NkG O , y •155; 1 /4' SQ. SIttL / > TUBE LACE BAR r. OREGON MEDIUM BLUE COTTON if 0 � � LACING ROPE X 1 , 1 Q LL � , 0, -, M R, GROMMET o) I EXPIRES: 0630-20 AWNING FABRIC NX" 3 SCALE: 8' =1 DETAIL AT FRONT BAR / VALANCE .� i v NI 9/16' sol -*— .090' THK STEEL ESCUTCHEON /- 1/4' THK STEEL / \ \..c I r 112 - MOUNTING TAB 1 9/16" SQ. HOLE THRU UNE OF 1 1/7 SO. / 18 GA STEEL 11 t 1 SUPPORT BAR CO 1 /a' • 7 A 'o HOLE —. 1 3/4 H 2' I 4 SCALE: 6' - 11-cr I MTNG TAB & ESCUTCHEON @ SUPPORT BAR Oct 20 05 12:1Gp AG Rol in Cons 5036635647 p.2 I SUPPORTING STRUCTURE • DESIGNED, FUNINSHED AND INSTALLED BY OTHERS II NOT IN AWNING CONTRACT (2) 3/e' X 4' METAL ' SCREWS SPACED 2' APART / 3/4 0 STEEL PIPE � � T U! AWNING RAIL , ' I _____ . ,,, . � _ S 7 ��'!;1/2'0 16 GA STEEL c, S HEADBAR ?� � �G!!dt`� p .iwwwi iwI ���Y.`41Y�YQ11� /Y� mL �Q 0 .1 1 1 11 4011 1 1 /4 , E7OXX 4 61557 e l! .— r ` ( 2) #12x1" SELF- TAPPING OREGON // ^MI I �, \ SCREWS II lik fm� 1 1/2'0 16 GA STEEL • ` r ccp 7 , 9 0 , Q. l' FRAME TUBING Y6-, r14,w I EXPIRES: os- 30- 2r12�!j U‘Ds"---10 b-J 7 60* T = a s . - 7 3 S L2x2x34 LONG 1 SCALE: 6" =1'-0" MTNG @ HEAD BAR SUPPORTING STRUCTURE DESIGNED, FUNINSHED AND INSTALLED BY OTHERS / NOT IN AWNING CONTRACT 3/8' X 4' METAL SCREW i II4 OR AS REO'D 3/4 0 STEEL PIPE N 1 /4 " E70)0( 4DDIIDDt !oSat([ODDDDi�GIIDGDI l ii 1 iI11 u i •• () .Ifl1[I ,r IIQanD 1DD�;i mil El pi ' 1 1/2'0 POLISHED BRASS SUPPORT BAR • 101 III .090" THK STEEL 0 (• SN ESCUTCHEON .t 1/4" THK STEEL M/ S» j"Ij0 MOUNTING TAB wt r�..O Tti , 4.2).-43 t/ 2 -CP r 2 SCALE: 6" DETAIL AT SUPPORT BAR Oct 20 05 09:29a RG Rol in Cons 5038835647 p.6 pmi 141.1§1116, AG RO�IN CONSU 11300 tinny LANE, Boauvq, OR 97009 I (503) 663 -9960 FAx (505) 665.5647 AGROLIN ? In STRUCTURAL DESIG N, ENGINEERING & CONSULTING STRUCTURAL CALCULATIONS J" JECJ WILLIAMS SONOMA AWNINGS ADDRESS: TigARd, ORECION CANT,;_ PACE AWNING CO. JOB MAU & W0517 ATTACHED PLEASE FIND CALCULATION SHEETS I THROUGH 29 DATED OCTOBER 2005, WHICH VERIFY THE STRUCTURAL ADEQUACY THE AWNINGS FOR THE ABOVE REFERENCED PROJECT. DESIGN BASED ON THE REQUIREMENTS OF THE 2003 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE STATE OF OREGON. DESIGN OF SUPPORT STRUCTURE BY OTHERS. co .. or y /131,M 4 0' GON ON .,� _ . .:1 G. r'"le) 19, 1 � .1 ° � ' I EXPIR _3 12 -31 -20 A Oct. 20 05 09:29a AG Rolin Cons 5036635647 p. 7 O AG RoliN Pra eat /, �`/ / f't � y �� ` yy A� Shell No I :71°' ` �Q /,A ll��Wl 'I J oore `c3 / � � O/ liti,.. I CONSULTING 1�� C/� / Revised Jab No' TTevavwti oES�c� a Er+unrtw+ac ! /G O G g7 Date Fr2.4 fri /C -$ "257.4-4-6 UU .d Z ro,-- �d tr..- TA 4 - 1 .- a,..› r...10...1 L.: l 1 1 ' µ a -ra c, c. A l.Jnl r,11 A ti 4 -i d...vx&crc-‘ I 't pc, 1 ,4 I b a 4 4. ar ?iv 4.4- &k'us'v'r 4.10 (V, IQ 04r4.1.. L- k 519,,. /.b -estiz/ J $ Sorr evmox -S. I Xi' , sGriq j14 a F A c.L. "1 Gus ; I 7-zi vro x 1 Ar--71-4 . .ec. -er-' .y Grcass (7,±5 S A' at>..4 /4- ,. T P Gs ,...5-a.e.D3 ?� 4 6 z. //s.-40 sc�(z� 1z, -1 sc� F rAPPi—LC, 1.4 Z - �i ( 3 s CA, w.�� o �L u (.6., Z- Pig z 2Sr'i k1-7:-..75-610 $r T Z3v�' !- `,•) 144 IL-lTRCHY hr47esrL1a c--s =., z c sb 14.. � It'll Su e o,c.Z S?'rc. (..(-71..4.2 6 t 's) L41%4 dr, tO.%1 a • /0 7 5 i U I- Liz.-- J . i Oct 20 05 09:29a AG Rol in Cons 5036635647 p. e " 5' ,., \ 1 ,L;-- I ,:‘,M90‘,..-1" /CT .1 — ` TeX' 2 , 8 i a ( I 'i (f)C (bt,c ti 4.4 ../0„ I -. .0: N. ... 7 C4AZ -1 1 11 01111110 1 r. . — IMP / / /10 14 20 A 4.f..... rim',? J� �s I+ - L. O . (, `,1`61r- C7 a„"Fe,r 7 , p i thor— r'7' 45 oT o Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 JMW 2:12 PM W0517 W0517 william aonoma awning-tall -a. Oct 20 05 09:29a FIG Rol in Cons 5036635647 P - 9 Rolin Consulting William Sonoma Awnings-14Ft tall October 19, 2005 Global Steel Code AISC 9th Edition ASD AI, ialIWStriiIsiincraseiLFaiticii..MIRIfik;1-0 i.' Include Shear Deformation . Yes 4u1ude Warp.rg ':'-RtilliNIM No. of Sections for Member Calcs 3 .7:;. P-Delta Analxsis Tolerance 0.50% Vertical: Axis Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coat Weight Density Yield Stress (Ksi) (Ksi) Ratio (per 10AS F) (LblftA3) (Ksi) GATOR 29000 11154 .3 .65 490 50 STEEL r . 2900o. .' . 1 111.54 .1,:f ' ..:' Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shape Label (In)A2 (lW4) (InA4) (InA4) Only FRAME POD1.5-16GA GATOR .295 1.2 1.2 .077 .077 I .154 77 ,1,r1iO31:3iFiG 7 ' ' 0 a ' ti ,.: ,,I;;I ;. - • : t. r : 17,5"IpIMMU" ;'.1AI g ., I CHORD PIPE 1.25 STEEL .669 1.2 1.2 .195 .195 .389 1 Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Jcirk Temperature (In) (In) (In) (F) I 1 0 9 0 0 2 .. , .Diiii40 - fiiiii:41#r4 i .., o ' -. . 1 14111 - 314-141rIt 3 30 ! 90.5 0 0 4 60 - ' ___........,- i_ - .. ____ . 5 60 9 0 0 6 0 ! 90.5 '----- 32 0 7 0 172 32 0 8 . :, 30 : ' 90.5 ' ..t? glpg , a ., : , ; 32 9 60 o 32 0 9 ''''' ' ' 11 0 90.5 64 0 1 2 0 - 172 — ' - :;:1034:Igi 0' 13 30 90.5 64 0 ..... ' . 14 60 . 0 1 -- 24:6C:0;' . • . : - 0 , 15 60 9 1 64 0 I ___ - 16 0 , 9 t , ... 96, t_ 0. . 1 17 0 172 96 0 77 is ' 30 90.5 19 , 60 0 1 96 0 20 60 • 'ITZ''''''''' 9 I .9€K1111T.0: 0 RISA-3D Version 4.1 [C:\Program Files\RISA\W0517 william sonoma awning-tall-alt2.r3d] Page 3 Oct 20 05 09:31a FIG Rol in Cons 5036635647 p.10 Rolln Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (Kiln) (Klin) (Mn) (K- ftlrad) (K- ft/rad) (K- ft/rad) 2 Reaction Reaction Reaction - . li 17 f an : ' Reacion Re�lett4Al 1 Reaction Reaction Reaction . 1 4. _'. - Reaction, . : Re Re's, . .T ' °it5 "T _ W.,._ .i„ G; .. 7 Reaction Reaction Reaction 12 _..� uW Reaction Reaction ReAt ton �: r ys " . 6 Reaction Reaction j Reaction 11 Reaction Reaction Reaction - { 7 ' . ' •74ilph1419 Member Data X -Axis Section End Releases End Offsets Inactive Member Member Label I Joint J Joint K Joint Rotate Set I -End J -End I -End J -End Code Length deiFees z _ In In In 1 M1 �L 1 5 FRAME —� 80 3 FRAME 1 wr M2 2 = M3 2 7 Mlle FRAME -- 32 4 . .. o... FRAM < N'I h ;ds b q;111 a,« :41 i s rx? zLl;Ai k e,,t r ‘f M5 3 8 FRAME 32 ".,. M6 4 i;r164 a FRANC , E',6 .: i i0: h f�t..r1i ji 14 i iliii: irsi iiiiraiti ii a• ._ ' M7 5 4 FRAME 9 M8 - 7 I:. " ,i : 1_. FRAME . "' r ,;K X1:4 4 'otirivailir M9 - 7 12 �IN/ FRAME �_• 32 9 ME "i'01 0'. ! ll(h lll`. la ', ,., it Wit) B 1Q ,.�r1.1� a I „ „. ;i!!FRiP Mll 8 I 13 FRAME „,. ,�._ 32 i M12 9 , 14 -.. „RAMS :: -1 . 7327.717 M13 10 9 FRAME I 9 M14 I 12 13 ' ._, .. 1l .. s, -= RAME., n,;.: i 1.; , . 86.646 M15 I 12 7 17 -_ FRAME 32 M18 13 1 . 15 F' ME ° I ; 86.6467, M17 13 18 FRAME I 32 j _ M18 IMIIII 19 FRAME ',, L - .. M19 15 14 FRAME i 9 -- M20 16 • 20 FRAME'h `..: M21 17 18 FRAME 86 -846 7 M22 t 18 .. 24 FRAME' , - 846 :. ,11 .. _.� 4��, -. -: M�.e . ,._ - . $6.8413 M23 ! 20 19 FRAME I 9 7::M24 5 ' 10 CHORD I .. M25 10 15 CHORD 32 • 32 M26 15 20 . . -CHORD .s -! ' t ; a i` i t:,; 32 M27 6 8 WEBBING —� 30 -- 3 M28 11 13 WEBBING :: �- 8 - Steel Design / NDS Parameters Member Section Length Lb y -y Lb z -z Lcomp Cm y -y Cb Sway Label Set le2 lel la bend K y -y K z -z CH Cm z -z B y z (In) (in) (In) 1n1 M1 FRAME 60 f, 1 .65 .65 1 M2 FRAME : x , 84 ,.6 f I- .65 :65 '' . • M3 FRAME 32 ' i ---- M4..... Eh+4E 86 $46 _ 65 — .65 � t i 65 1 .65 I 1 I RISA-3D Version 4.1 [C,1Program Files\RISA\W0517 william sonoma awning- tall- alt2.r3dj Page 4 Oct 20 05 09:33a RG Rol in Cons 5036635647 p. 11 Rolln Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Steel Design / NDS Parameters (continued) Member Section Length Lb y -y Lb z -z L.comp Cm y -y Cb Sway Label Set let let Ie_bend K y-y K z -z CH Cm z -z B y z In In In _ In M5 FRAME 32 M6 8 • •1111111111 NM ',r4i�l.• � e FRAME }- 32 1i �F• , '' - . : . .., . �3..caa . _.} 1- I d ; , . .. _ ' -.. : • y 5 t Pi c - _ • - '�� 4 .. T F M7 FRAME 9 .65 .65 ^M$. :1 = ; �� 1.1 � Y s :4 *# :;66.$4B YvE `�1 n - --- _ _. •�. M9 FRAME 32 _ -- .65 .65 - ---- -- --- -- M10 �— FRAME 8.3 -- -- '`' - f ' IIIMINI M11 i FRAME 32 .65 .65 _ - M12 F - • ME 84_ 132 n ? - M13 FRAME 9 .65 .65 I MN 7 FRAME .. xl`? ; ,t � 1°i u e! M15 FRAME 32 .65 .65 _� .1. '_.;1176 , ! FRAME 86.846 �_T ' k i: M17 FRAME 32 .8 .8 ___IMMO iscItii118' . FRAME 32 , W NIT M19 FRAME 9 .65 .65 ,� E 0 0 .,. FRAM 6 #.;:: -. Fan a: fa' as " l Fl in 0r' M21 FRAME 86.846 ' 65 _��MO . M22 FRAME' 86.846 ; {:; .65 { '.6_5 M23 FRAME 9 .65 ' .65 NM M24 ,. CHORD 32 ` alp tk =3,4 ;65' . .65q-' , 7:'i , ii..' • P ' 0 '1 M25 CHORD 32 .65 .65 '.7 M26 CHORD 32 , : .65 .6 ----7 e,i a NO M27 WEBBING 30 1 -� _ M28 WEBBING 30 __ _ , _ -- 1 11 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Descry tion Code Description X - Y Z Nodal Point - Dist. Surf. 1 DL None -1 1 L 410177,i4.•!',•-•,,, I ! ' mi '�'"^^T19'Afnl'I ^"fit `iT 1: :'I t ' VERT , i,NOn�" „ru"ff".7F 1„m; ��I,�1,n ...r 12' -0I I ;1'!; 3 HORZ None , - I 18 Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location ( Lb/ft, F) (Lb/ft, F) (In or %) - (In or %) UNIFORM Y y ! -1 -1 0 0 UNIFQ V ' - —1 -1 0 ' I' 1' .. 'i 01 UNIFORMX y _ - -1 _1 0 0 Member Distributed Loads, Category : None, BLC 2 : VERT Member Label 1 Joint J Joint Load Pattern Label Pattern Multiplier M2 ` - 2 3 1 UNIFORMY 20 M4 3 5 UNiFg 'A 1. , "�stiii i_; is : M8 — 7 8 UNIFORMY 20 M8 7 4 8 UN1FOR[MF1.... x r 1 ; 7'T7rc1134e '; M 10 8 10 UNIFORMY 20 M 10 8 10 M14 12 13 I UNIFORMY 20 M14 12 ... 13 i UNIFORMY %.Z , ;' . ,, M16 13 15 UNIFORMY 20 RISA -3D Version 4.1 [C: \Program Files\RISA\W0517 william sonoma awning - tall- alt2.r3dj Page 5 Oct 20 05 09:35a AG Rol in Cons 5036635647 p.12 Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Member Distributed Loads, Category : None, BLC 2 (continued) Member Label I Joint J Joint Load Pattern Label Pattern Multt Iler M16 d 3d4ee s.t � t:.. ' 6 1100: :x !1't FO. -. " Y,4 '1`tc i 4i :IFr JI.. M21 17 - -- 18 UNIFORMY 20 ate" '�` I: ,�� 422 _,1 16 20 x 1 �.. c ,, ° t. F m., Member Distributed Loads, Category : None, BLC 3 : HORZ Member Label I Joint J Joint Load Pattern Label Pattern Multiplier 3 UNIFORM -Y 20 M4 : 3 5 ' ' . ai 4; ,I A O AIW!; Ct im I M8 7 8 UNIFORM -Y 20 M8 7 . 8 _.. =UNIFORM -Y 20r : r0 M10 8 10 UNIFORMLY 20 M10 8 11 , yi, it 10 •UN[FQRM.Y 201 Ei. i M14 12 13 UNIFORM -Y 20 M14 F 12 , = . 13 1 JN[[ FORM -Y' —rte 20 M16 13 15 UNIFORM -1' 20 ,�* M16 13 _ ... 15 '1!:;.:2:::.:. ..:.. ; UNfFt7RM4e" } ' g'.0 M21 17 18 UNIFORM -Y 20 :.M32 18 20 - 1 . ' 1NIFORM t_"` '20 : tI1[ M7 5 4 UNIFORM -Y -20 . rns4 1 1 t3 10 9 UNIFORM -Y -20 UNIFORMLY I 20 M19 . : •.. 10 — _ `� - UNIFORM -Y. -20 111,'< r M19 15 14 UNIFORM -Y -20 L M23 20 J T 19 _ UNIFORMLY -20 ', Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 j DL �_ Y . i _ _— 1 1 1 { :k[ 'DL +VERY , (.. . .., 1,:� .1, ,,� , �a rt� 1.> xf _;; I f ..?4NF ki . �.y .. 1. � � t �, � d -. 3 I DL VERY I Y I i 1 1 _ 2 -1 1q DL +HORRZ - - _.._ j +L ; .. I :..,_ - 1; 1 1 , . 3 I 5 I DL -HORZ I y I I I 1 1 1 3 -1 Envelope Joint Displacements Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate (In) Lc In Lc In Lc (radians) Lc radians Lc radians Lc 1 maxi 0.000 0.000 0.000 © 0.001 0 0.003 0 0.006 1 5 . mm `0 :000 qI. 14i 0 0.000° ¢:.; -0:0}1: 5,; ;: 'J >.cgi;,''� . 14_ I 2 max • 0.000 0.000 0.000 4 0 - 001 5! 0.002 4 0.024 5 ii ' 3 max 0.785 0 29 0 5 0.01 5 0.027 4 0.003 -0.029k VIIIMMIIIIIIIIEM3 -0.817 -0.3 Vara aE:,. 0 - 4 -0.01 * tot nr ,_ -. ,,,,_ ,!0:003,'.,,;i' 4 . 0.106 4 0.003 © 0.001 5 0_001 Q 0.006 © 0.012 ICS " " -0,1 113111 " ''I M -0.001 4 0 001? [ :: t ' 8 '0l +{ 401 qt,O 4; LIMED 5 Mal 0.002 © 0.003 © 0.001 4 0.001 4 0,005 © 0.012 4 ® . . ,p -0.004 : r 0,001; - 0.001,.. ; ..0 008 a , n RISA -3D Version 4.1 [C :\Program Files\RISA\W0517 william sonoma awning- tall- att2.r3d] Page 6 Oct 20 05 09:37a RG Rol in Cons 5036635647 p.13 Rolla Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (In) Lc (In) lc (In) Lc (radians) Le (radians) Lc (radians) Lc 6 max 0.000 5 0.000 5 0.000 4 0.005 5 0.006 5 0 min , 0.1 IVO ° ,L000 . Z* ' 'O. GOO a EM ,:4j: 8i ?4.:r". P. ,i: r ':11M 7 max 0.000 n 0.000 3 0.000 5 0 0 0.022 5 • , ; min : 0.000 0.000 2 0.000 �. 1 _ : s .. qr? _ t . : r ^.." 4r 8 - 0.003 © 0.002 © 0 © 0.005 5 0.013 Q 0.001 ni ��� � y n ' �� rrtit� � i� P ,:;; 4 -04g ;G1 i 'Li, ■ t� _''�:'' {] � , i ! ! G(��1 &2 .:., ,�� 1 .:., 11 ,1 471 1, .. dl 4 j 11 9 max 0.066 5 0.068 5 0.001 5 0 4 0.003 5 0.014 4 min :;- 0.073 .' 4 - ' _ . =.£ =0:001 - 4 ,. 0 5 0 . , 4:v ,..y EfirargillintO 10 � 0.185 5 ; 0.068 © 186 4 0 4 0. 0 1 0.004 w 0.014 Q Q, -0.0 ; 11 max I 0.000 � min 0 0.000 5 0.000 5 0.005 4 0.006 4 0 5 i -0 000 a 4.. 0.000 1 4 -0 00S 5 ..V4006 5 !,' ! i ` 12 max 0.000 0.000 ! 3 0.000 4 0 5 0 5 0.022 5 a & 5; � min 0:000 3 . .:4.000 :: 2 0.000 _ - 1 5 - ' 0 z,� ± �.. -� 0 4 C ! max 0.003 5 0.002 1 5 0 4 0.005 4 0.013 15 0.001 4 iin -0.003 4 10:002 i 4 0 5 4),(105 5 0.013 1 4 -0.00,1i.,-; 5- 14 max 0.066 5 0.068 , 5 0.001 4 I 0 5 0.004 4 0.014 4 thin 0.073 . M 0.073 ' ' d -0 :001 5 0- 4., " d 0 f . ,. , na " `, max 0.185 _ 0.068 5 . 0 5 0.001 © 0 004 0.014 I 0 min -0.196 - .0.0 4 1 0 4 -0.001 -4 '...14410040:: max . © . © 0.006 En 16 mm 0. � ' 1 1000 0.000 5 0 .001 4 0.002 ^. 4 - I: a5 , H' 17 max 0. 000 5 5 5 0.024 Es ® 0:000 Q 0.000 4 0.000 i 4 i 0,001 - 5 :. ' 4.0 :7 gEgt .4;.025° ';' 18 'max 0.785 , 5 0.29 5 0 i 4 , 0.01 4 1 0.026 © 0.003 4 _min -0.817 402 4 0 5 ..Q.1. _., 5 ; -0.027 C ; -0.043 r1u : 19 max 0.106 4 0.003 5 0 - 001 4 0.001 5 0.006 4 0.012 4 min 1 -0.1 ] 5 -0.004 [ 4 ; 0.001 5 -0.001 4 .0,006 ` 5I -. -0 z 20 max 0.002 5 0.003 5 0.001 5 0.001 5 0.006 4 0.012 4 1 min - 0.002 I 4 -0.004 4 1 -0.001 ! 4 - 0.001. 1 4 ' -0.6 5 1 Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (Lb) Lc (Lb) Lc (Lb) Lc (K -ft) Lc (K -ft) Lc (K -ft) Lc - 2 Tmax I, 34.397 4 - 1 181 4 0222 5 j 0.000 1 1 I 0.000 1 0.000 1 1 .11 -- - , min - 49.664 5 - 127.95'{'- ' - 5 0:341 4 0.000 1 0.000_ 1.: - , 0.000: 9 17 max 4 0.000 34.397 4 181.649 1 4 0.341 1 0.000 1 0.000 1 ' min , -49.664 5 . . - 127.951 5-0222J5 0.000 1 , 0.000 1 r 0.000 1 1 max I 250.71 4 I 24.463 14 1 10.245 4 0.000 1 0.000 1 , 0.000 1 min I - 233.905 5 ` - 19.513 '- 5 9.618 5 0.000 1 0,000 1 0;01]0 1 16 max 250.71 4 f 24.463 4 9.618 5 0.000 1 0.000 1 0.000 1 min 1 233.905 5 '609.513 ` 5 10.245' . 4 T' - 0:000 4 I -,,ov,aacor . 1' 0.000 1..1 7 max I 51.326 3 220.556 2 0.723 4 0.000 1 0.000 1 0.000 1 min . -69A32 2 . x"4:63.6169. 1 .3 -0.674 5 ; 0.000 , 1 - : : Q.. , ^ :1.: , &P00:, .., 1'.: 12 max ' 51.326 3 220.556 2 0.674 5 0.000 1 0.000 1 0.000 1 I -. min -694, ! G H2 I 163889k • - ' -0c723::, 4 • 0.0007' Ail: IOQ Oi• 1 0:000' '!, 6 max 541.583 4 2.166 4 25.357 5 0.000 1 0.000 1 0.000 1 � _ _ min - 525.0`1'4' 5 0.969 1 5' I - 26.368 ( ; ` - 4 0.000 !' ' �_ F.. ' 00 1 0.000, 1 _ + RISA -3D Version 4.1 [C:\Program Files\RISA\W0517 william sonoma awning- tall- alt2,r3d] Page 7 Oc.t 20 05 09:40a AG Rol in Cons 5036635647 p.14 Rolln Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Reactions, (continued) Jot Label X Force Y Force Z Force X Moment Y Moment Z Moment (Lb) Lc (Lb) Lc (Lb) Lc ( -ft) Lc (K -ft) Lc (K -R) Lc i 11 max 541.583 4 2.166 ' 4 26.368 4 0.000 1 0.000 1 0.000 1 min =525.0 4 5 -0.989 5 - 2 o f '.r Ma TA Reaction Totals : max 1720 4 716.731 4 0.000 min -1720 , 5 483,269 5 0.000 4` Envelope Member Section Forces Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (Lb) (Lb) . AM (K -ft) (K -ti) (K -ft) M1 1 max 250.71 4 24.463 4 10.245 4 0 1 0 1 I 0 1 min - 233.905 5 - 19.513 5 -9.618 5 0 1 0 1 I. 0 1 2 max 250.71 4 21.953 4 10.245 4 0 1 0.026 4 I 0.052 5 min - 233.905 5 - 22.024 5 -9.618 5 0 1 -0.024 5 1 -0.058 4 3 max min -233.905 5 19.443 534 5 4 10.245 4 0 1 0.051 4 1 0.11 5 . 0 1 -0.048 5 -0.11 4 M2 1 max 1 04.117 5 1 69231 4 0.222 - 5 i 0 4 0.001 4 0 0i 3 4 __ i min ' - 157.614 4 -66.714 , 5 -0.341 4 X -0.043 5 0' 5 I -0 -011 5 2 (max 107.527 5 4 -403 ._. . 5 0.222 .5 0.045 4 0.001 H - 1 H _ 01 ;. 01 5 min 154.204 4 -4.396 4 - 0.341 - 4 0.043 5 0.001 i 4 0.105 4 � . 3 max 110.937 5 75.52. 5 0.2 5 0.045 4 I 0,001 5 0.045 4 min - 450.794 - 4 78.023... 4 . ; -0,341 r '4, . - 0.043n . - . - 0,002; 4 , -0.043 1 5 , M3 max 0 1 9.822 4 23.023 5 0.011 5 i 0.042 4 0.016 4 min 0 1 -7.198 5 - 23.873 4 -0.013 4 -0.041 5 -0.015 5 max 0 1 8.484 4 23.023 5 0.011 5 0.01 4 0.004 4 © min 0 1 -8.536 5 - 23.873 4 -0.013 4 -0.01 5 -0.005 5 max 0 1 7.145 4 23.023 5 0.011 5 0.021 5 0.008 5 Mill min 0 1 -9.875 5 - 23.873 4 -0.013 4 -0.022 4 -0.006 4 fl M4 111011 max 109.246 15 64.391 4 1.038 4' ` 0.055 •5 0.002 5 0.035 4 1 min - 146749 4 .62.083 5 -1.041 5 I -0.057 4 -0.002 4 -0.034 SI 2 max 112.655 5 9.034 5 1.038 4 1 0.055 5 0.002 4 0.062 454 min - 143.34 14 -9.235 T 4 -1.041 5 ' -0.057 4 -0.002 5 - 0A354 . 3 max 116.065 ' 5 80.151 5 1.038 4 0.055 5 0.005 1 0.102 • 4- min I -139.93 82 .862 ii4ig7n'tk# ,,-.1Y;,d,i0 . 4. -x;005 5i.1,ik :, -0.1 ,;.. I M5 1 max 1.263 5 45.946 5 135.045 4 0.009 4 0.092 5 0.034 5 min -1.379 4 - 45.399 4 - 129.716 5 -0.009 5 -0.096 4 -0.035 4 2 max 1.263 5 44.607 5 135.045 4 0.009 1 4 0 -084 4 0.026 4 min -1.379 4 - 46.738 4 - 129.716 5 -0.009 15 -0.081 5 -0.026 5 3 max 1.263 5 43.269 5 135.045 4 0.009 4 0.264 4 0.09 4 min -1.379 4 - 48.077 4 - 129.716 5 -0.009 1I5 -0.254 5 0. 085 5 M6' 1 max 171.622 5 44.324 4 16.746 5 , F 00077 5 0.01 4 0.057 4 min - 185.898 4 - 39.235 5 -1821 , 4 -6:007 i 4 0.009 5 -0.053 ; S ' 2 max 171.622 5 42.985 4 16.746 5 1 0.007 5 0.014 5 0 -_-_- 1 min - 185:898 4 ' - 40.574 5 -18.21 4 j -0.007 1 4 -0.015 4 -0:001 ',i 411.: 3 I max 171:622 5 41.646 4 16.746 5 I 0.007 5 0036 5 _0.055 a 4' minim 185.898 4 1 .- 41.913. 5 -1821 4 i -0,007 -' 4 -0.039 4 -00.057 ;41x` M7 1 max 38.482 5 31.746 5 185.898 4 ' 0.009 5 0.076 5 0.011 5 min - 45.077 4 -33.21 4 ' - 171.622 5 -0.01 4 -0.082 4 -0.012 4 2 max 38.859 5 24.246 5 185.898 4 0.009 5 0.011 5 0 5 min -44.7 4 -25.71 4 - 171.622 5 -0.01 4 -0.012 4 -0.001 4 3 max 39.235 - 5 16.746 5 185.898 4 0.009 5 0.057 4 0.007 4 min - 44.324 ' 4 -18.21 4 - 171.622 5 -0.01 4 -0.053 5 -0.007 5 RISA -3D Version 4.1 [C:1Program Fites\RISA\W0517 william Sonoma awning - tall- alt2.r3d1 Page 8 Oct 20 05 09:41a AG Rolin Cons 5036635647 P.15 Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Section Forces, (continued) Member Label Section Acal Lc Sheer y - Lc Shear z -z Lc Torque Lc Moment y - Lo Moment z - Lc Lb) (Lb) (Lb) (K - n) (K (K - ft) _ _ M8 1 max_ 174,022 _i 3 107.515 ( 4 0.723 , 4 0_(73 4 1 0:00' ' 5 .G.011 � 5 ' 1 min - 228.292 , 2 ; - 105.926 ( 5 -0.674 1 5 -0.022 5 021iTic 0.013 i 4 2 max 130.509 ! <3 .' 37.562 ! 5 0723 ' 4 0.023 - 4 0.001 4 0.135 ! 5 min -177.96 ; 2 38.484 1 4 -0.674 i 5 -0.022 5 - 0.001 1 5 0.13§, 4 4 3 . max , 86.097 3 181.051 5 l 0.723 4 1 0.023 4 0.004 4 0: '% t4 min ; - 127.629 r- 2 - ;; =184.482 4 t -0.674 5 ' . _ -0. 022 .1. 6:14 4 0L1.+1t> } ! -0:28 "_ .. L- M9 1 max 0 1 1.339 4 0 _ 1 0 1 0.001 0.001 min 0 1 1.339 5 0 1 0 1 -0.001 0 2 max 0 1 0 1 0 1 0 1 0.001 0 min 0 1 0 1 0 1 0 1 - 0.001 LI -0.001 ii 3 max 0 1 -1.339 4 0 1 0 1 0.001 MI 0.001 min 0 1 -1.339 5 0 1 0 1 -0.001 5 0 ',.: ; 9)3 1 max ' 72 -35 " 3 180.147 4 1.67 4 0.028 5 . 0.006 , 5 0272 ' . El, min -100.149 2 176.325 5 - 1.579 5 -0.03 4 -0.006 4 - 0.265 2 max 69.984'' 4 °' 34.149 4 1,57 4 0.02$ 5 0 4 , 0:114 y _._ -1 .579 5 -0 4 0 03 5 - -0.116 4 --- � - rr,in - 90.965 5 - 32.837 ` 5 ' EN ..,3 max 73.394 4 110.652 , 5 1.67 4 0.028 5 0006 4 0.024 4. M11 l min 87.555' , . 111.85 4� -1.579 5 -0.03 4 - 0.006 5 -0,027 .5 1 max 27.525 5 1.339 } 5 0 1 0 1 i 0.152 4 1 0.062 4 min - 28.694 4 1.339 4 0 1 0 1 -0.146 5 -0.059 5 2 max 27.525 5 0 1 0 1 0 1 0.152 4 0.061 4 min - 28.694 4 0 1 0 1 0 1 -0.146 5 -0.059 5 3 max 27.525 5 -1.339 5 0 1 0 1 0.152 4 0.062 4 min - 28.694 4 -1.339 4 0 1 0 1 -0.146 5 -0.059 5 M12 1 max 328. ' <A5i ,, '`` 1.339 4 I 0 1 1 0 i 1 ! 0.04 5 0.005 i'fe r : mm - 351.793 4- :.:1.339 i 5 j 0 1 0 11 ! -0.042 4 -0.005 14 2 max 328.296 5 0 1 0 1, 0 ' i 1 0.04 5 0.005, 1 5 min - 351.793 4 0 1 0 1 j 0 i 1 -0.042 4 t -0.005 I 4 3 max 328.296 5 i -1 -339 4 - 0 1 1 i 0 ' 1 0.04 5, 0.005 min - 351.793 4 ■ - -1.339 5 mm 0 1 ! 0 1� -04342 1 4 I -0005 ]I�i l! M13 1 max 39.554 4 ! 13.254 5 165.895 4 I 0.003 4 0.068 5 ! 0.006 ! 5 min - 44.004 5 1 -11.79 4- 156.674 5 -0.004 5 -0.072 4 -0.005 i 4 2 max 39.931 4 3.21 4 165.895 4 0.003 4 0.009 5 0.004 5 mm - 43.628 5 -1.746 5 - 156.674 5 ' -0.004 5 -0.009 4 -0.003 4 3 max 40.307 4 18.21 4 165.895 4 0.003 4 0.053 4 0.007 5 min -43.251 5 - 16.746 5- 156.674 5 -0.004 5 -0.05 5 -0.007 4 M14 .- '1`'' max 474:022 - 3' °'107.51SS ° - '4` 0:674 '5'' 0.022 5' :!0.002 4` `0:011 5 min , - 228.292 2 - 105.926 5 -0723 4 -0.023 4 -0.001 5 - 0:013 4 2 max ' 130.509 3 37.562 5 0.674 5 0.022 ' 5 0.001 5 0.135 5 Min 177.96 2 38.484 4 -0.723 4 -0.023 : 4 4.001 4 -0.138 4 3 maxi 86.997 3 181.051 5 0.674 5 0.022 5 0.004 5 0.266 4 __ i min -427.629 2 - 184.482 - - 4 -0.723 4 . -0.023 -0.004 4 -0.26 5 M15 1 max 0 1 9.875 5 23.873 4 0.013 1 4 0.021 5 0.008 5 min 0 1 -7.145 4 - 23.023 5 -0.011 I 5 -0.022 4 -0.006 4 2 max 0 1 8.536 5 23.873 4 0.013 4 0.01 4 0.004 4 min 0 1 -8.484 4 - 23.023 5 -0.011 5 -0.01 5 -0.005 5 3 max 0 1 7.198 ' 5 23.873 - 4 0.013 4 0.042 4 0.016 4 min 0 1 -9.822 - 4 - 23.023 5 -0.011 5 -0.041 5 -0.015 5 VIV116 : r - 1 i max', 72.35 3 180 147 4 1.579 5 0.03 4 ' '0'006 .. 4 ' 0:_272 4_ min j - 100.149 2 - 176325 i 5 -1.67 - 4 0.02$ 5 -0.006 5 0.265 5 2 max 69.984 4 34.149 4 1.579 5 0.03'4r ' 0 5 0114 5 min - 90.965 5 32.837 j 5 -1.67 4 -0.028 5 0 4 -0.118 4 RISA -3D Version 4.1 (C:\Program Files\RISA\W0517 william sonoma awning tall alt2.rSd] Page 9 Oct. 20 05 09:44a AG Rol in Cons 5036635647 p.16 Rohn Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y - Lc Moment z -z Lo Lb (Lb _ (Lb) (K ft (K -ft) K-ft 3 max "77 $ rs �b aw 1 579' 5 I,,*'' ; 4 - 0006- 5 �(1go¢� a ' " �4' - . r �t lillai. 4 l: f.: 4 F£!33r irei -+aruta ii T I [ M17 max .263 5 •8.077 1 9.716 5 0.009 0.2e: 4 0.09 NI min -1.379 4 - 43.269 - 135.045 4 -0.009 -0.254 5 • -0.085 max 1.263 5 46.738 129.716 5 0.009 0.084 4 0.026 © min -1.379 - 4 - 44.607 - 135.045 4 -0.009 . -0.081 5 -0.026 5 max 1.263 5 45.399 129.716 5 0.009 0.092 5 0.034 i 5 min -1.379 4 - 45.946 5- 135.045 4 -0.009 4 -0.096 4 -0.035 4 M18 1 max 171.622 5 i '' 41.913 5 18.21 4 0.007 4 0036 5' 0.055 ' 5 -' min -185,89e 4 41.64.6 4 - - 16746 1 5 I -0.007 1 -0.039 , - 4 l 7 0.057 4 2 max : 171.822: .5 40.574 5 18.21 4 0:007 . 4' 0.014 1 5 0 5 1 min i -1851 44'. 42.985 4 - 16.746 5 - 0.007 5 -0.015 4 ' -0.001 4! s' 3 ! maxi 171 5 39.235 5 18.21 4 0.007 4 - 0.01 4 0.057 d min - 185.898 -44.324 1 - 16.746 5 - 0.007 : 5 - -0,O09.. 5 -0.053 5 ": M19 1 max 39.554 4 13.254 156.674 5 1 0.004 ' 5 0.072 4 0.006 min - 44.004 5 -11.79 - 165.895 4 -0.003 4 -0.068 5 -0.005 2 max 39.931 4 3.21 156.674 5 0.004 5 0.009 4 0.004 O min - 43.628 5 -1.746 II 165.895 4 -0.003 -0.009 -0.003 14 max 40.307 4 18.21 156.674 5 0.004 ii 0.05 ® 0.007 ; 5 min - 43.251 5 - 16.746 © - 165.895 4 9.618 -0.003 4 -0.053 4 -0.007 14 M20 Max 250.71 4'. ,' 24.463 4 0 1 0 0 1_,%; min -233.905 5' -19.513 5 - 10245 0 1 0 0 1 2 max . 250.71 , 4 ' 21.953 4 9.618 , 5 0 1 0.024 5 0.052 5 i .'min i - 233.905: 5 - 22.024 15 -10.245 4 0 1 -0.026 4 ' -0.056 114 ; 3 'max ! 250.71 1 4 19.443 i 4 9.618 ' 5 0 1 0.048 . 5 0.11 5 ' mi n I -233.905 f 5 ,: - 24.534 ;. 5 10.245 4: 0 1 - 0.051. 4 -0.11 II L M21 1 max 104.117 15 69.231 ' 4 0.341 4 0.043 , 5 I 0 5 0.013 -157.614 4 -66.714 M max 107.527 5 4.3 5 5 -0.222 -0.045 4 - 0.001 4 - 0.11 El 0.341 ' 0.043 5 0.001 4 ._ 0. Mu® - 154.204 0 -4.396 4 -0.222 © -0.045 Q -0.001 © -0.105 4 max 110.937 © 75.52 5 0.341 4 0.043 © 0.002 0 0.045 ; 4 mm - 150.794 u - 78.023 4 -0.222 5 -0.045 n -0.001 5 -0.043 5 I ' M22 max: .109.246 x :464.391. 4 1.041 ' 5 " `O.05T ' . ' 0.002 ' 4 ' ' 0:035 r °! 1 : y � j - 1,46.749''2.083 i 5 -1 -038 4 i -0.05"5 -0.002 5 , -0.034 ';ii: li, 2 max 112.655 5 9.034 5 1.041 5 0.057 , 4 0.002 5 0.062 51.1 min - 143.34 1131 - 9.235 4 1:038 i 4 -0.055 5 I -0.002 4 o 64 3 max' 116.065 ® 80.151 5 1,041 5 0.057 4 i 0 006"'1 -5 O:'`'1 D2';' 4 V .'' min - 139.93 - 82.862 4 ' -1.038 4 -0_055 5 -0.006 14 -0.1 5: M23 1 max 38.482 ® ( 31.746 5 171.622 5 0.01 4 0.082 1 4 0,011 5 H min - 45.077 -33.21 4 - 185.898 4 -0.009 5 -0.076 5 -0.012 4 2 max 38.859 24.246 5 171.622 5 0.01 4 0.012 4 0 5 min -04 . 7 4 -25.71 4- 185.898 4 -0.009 5 -0.011 5 -0.001 4 3 max 39.235 5 16.746 5 171.622 5 0.01 4 0.053 5 0.007 4 _._ min - 44.324 4 -18.21 MIll -185.8-98 4 ' -0.009 5 -0.057 4 -0.007 5 M24 1 max � 197.181 s 4 1 ' 77.4758 86.849 4 5 0.097 " , - 0.096. ' 4 min - 182.281 F -67.285 5 -91.402 4 -0.02 4 -0.093 5: -0.089 15 2 max 197.181 14 74.025 4 86.849 5 0.021 5 0.023 5 i 0.002 5 Min : - 1822$1 5 . 70.318 1 5 - 91.402 4 -0.02 ' 4 -0.025 4 1 0.004 4 3 I max; 197.181 . 4 70'.9$2 i 4 86.849 5 ^ 0.021 r.5 0.139 _(5 I 0,098 - 5 II -}- min 1182.281 5. - - 73.351 - - 5' , -0:02 -4 - 0.146. 4 -0.101 4 M25 1 max 1 364.746 0 3.033 4 0 1 0 1 i 0.106 5 0.026 5 min - 340.534 5 3.033 5 0 1 0 1 -0.113 4, -0.025 4 a - - -- RISA-3D Version 4.1 [C:\Program Files \RISA \W0517 william sonoma awning - tall- alt2.r3d] Page 10 Oc•t 20 05 09:47a RG Rol in Cons 5036635847 p.17 v Min Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lo (Lb) (Lb) (Lb) (K-ft) (K -ft) (K -ft) 2 max 364.746 4 0 1 0 1 0 1 0.106 5 0.024 5 min - 340.534 5 0 1 0 1 0 1 -0.113 4 -0.027 4 3 max 364.746 4 -3.033 4 0 1 0 1 0.106 5 0.026 5 min - 340.534 5 -3.033 5 0 1 0 1 -0.113 _ 5 " 0.098�� �', 4 -0.025 4 M26 1 max '197:181` 4 73_351 5 91.402 4 O;d2'' 4 39 , ' D1 i min .182.281 5 -70.992 4 86.849 15 - 0.021 --' 5 TO -0.101 , 2 imax 197.181 4 j 70.318 5 91.402 4 0.02 4 .0.023 5 0.002 5 i s I min 182.281 ! 5 I -74,025 4 - 86.849 5 - 0.021 5 -0025 4 -0.004 4.s 3 max 197.181 4 1 . '67.285 ^ 5 91.402 . 4 0.02 4 0.097 4 0.096 : 4 min 182.281 5 I - 77.058 4 - 86.849 5 41021 5 - 0.093 5 - -0.089 0.080 -5 M M27 ^ 1 max 541.583 4 2.166 ' 4'" 25.357 ' 5 0 1' 0 1 0 1 min - 525.014 5 -0.969 5 - 26.368 4 0 1 0 1 0 1 1 2 max 541.583 4 1.354 4 25.357 5 0 1 0.032 5 0.002 5 j min -525.014 5 -1.781 5 - 26.368 - 4 0 1 -0.033 4 -0.002 4 3 max 541.583 4 0.542 4 25.357 5 0 1 0.063 5 0.004 5 min - 525.014 5 -2.593 5 - 26.368 4 0 1 1 -0.066 4 -0.003 4 I. , ...,1428 1 max 541.583 4? 2.166 ! 4 26.368 4 4 0 1 , 0 1 1 0 1 rnin 525.014 5 i -0.969 T S - 25.357 5 0 1 0 1 0 i'4!a3 2 max 541.583 j 4 1 1.354 4 26.368 1 4 0 1 0.033 i 4 0.002 5 mIn - 525.014 5 - , - 1.781 25,357 ' 5 0 1 5 -0.032 1 5 -0.002 4 3 max 541.583 4 . 1 0.542 1 4 2B 368 4 0 1 0.066 4 0. 004 5 min - 525.014 '5 -2.593 t 5 - 25.357 5 0 1 -0,063 ; 5 -0.003 4 1 Envelope Member Deflections Member Label Section x - Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Liz Ratio Lc (In) (In) (In) (radians) __ M1 1 max 0 1 l 0 1 0 1' 0.001 4 NC NC I min 0 1 0 1 0 . 1 -0.001 5 NC NC 2 max 0.001 5 0.128 5 0.058 5 0.001 4 474.147 _ 5 1034.161 5 min -0.001 4 -0.141 4 -0.061 4 -0.001 5 432.4.81 4 970.856 4 3 max 0.0 5 0.003 5 0.001 4 0.001 4 NC NC min , -0.002 4 -0.004 4 0.001 5 -0.001 5 NC NC M2 1. max 0 , ; 0 1 0., i 1 04002 5 L `rt4C' - NC ' min 0 1 0 '1 0 1 1 -0:002 4 : t ,, NC 2 max i 0.001 4 0.822 5 0.003 1 4 0.015 5 215.19 1 5 NC min -0.001 5 "! - 0.852 4 -0:003 5' -0.016 4 1 208.653: 4 NC } 3 max 0.002 4 0.837 5 0 ; 5 0.028 5 _ _ NC NC ?I min -0.001 5 -0.871 4 0 4 - -0.029 4 ANC NC r, M3 1 max 0 1I 0 1 0 1 0.024 5 NC NC min 0 1 0 1 0 1 -0.025 4 NC NC 2 max 0 1 0.003 4 0.007 5 0.023 5 NC 4745.766 5 min 0 1 -0.003 5 -0.007 4 -0.024 4 NC 4596.456 4 3 max 0 1 0 1' 0 - 1 0.022 5 NC NC min 0 1 0 1 0 1 -0.022 4 NC ( NC M4 1 max'_ 0 002 4 0.837 5 - 0 5 r 0.028 : 5 NC l NC lai! +'''� Min -0.001 5 -0.871 :4 0 4 -0.029 4 NC NC ;J: 2 max 0.002 4 0.623 5 0.01 5 0.011 5 427.739. 5 i 8137.928 , !'S'' min' -0.002 5 , -0.65 4 -0.011 1 4 - 0.012 4 407.095 4 1 7618-423 4,-ii 3 max! T 0,003 4 1 0.003 5 0.001 4 0.006 ! 4 NC NC min -0.002 5 0.003 4 : -0,001 5 -0,005 : 5 r c NC [ M5 - 1 _ max 0 5 I 0 5 v 0.817 4 0.003 L 4 1 110.942 5 I 39.328 I RiSA -3D Version 4.1 [C: \Program Files \RISA \W0517 william sonoma awning - tall- alt2.t3d] Page 11 Oct 20 05 09:50a AG Rolin Cons 5036635647 p.18 V . Rosin Consulting William Sonoma Awnings -14R tall October 19, 2005 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) L/y Ratio Lc (n) Uz Ratio Lc (In) (In) (In) (radians) min 0 4 -0.302 4 -0.785 5 -0.003 5 106.72 4 40.887 5 I 2 max 0 5 0.128 5 0.352 4 0.002 4 253.215 5 91.631 4 min 0 4 -0.134 4 -0.339 5 -0.002 5 242.904 4 95.286 5 3 max 0 5 0.002 5 0.003 4 0.001 4 NC NC min �y 0 4 -0.002 4 -0.003 5 -0.001 5 NC NC [ tx_ f_ �# z-1 '.: � V.,00i' ,'. 0.003 *" ,. _ _ . .. - 1 5 .: ' i '. 1 '. I.11/ M 0 < � j° -0.001 4 0.004' 4 i -0.106 r n �i ' 11001 5 ' 0.036 5 0,1 t �,i' ` lu min . ,, -0:001 4 0.039: _- 1i":: .' '. y , 41121r=dini 3 max a 0.001 � 0.068 ' (�47s' - , s in NM m -0.001 -0.073 -0.066 - 1 d it ;P 4 , „N∎: Uniinitantill M7 1 max +.004 0 0.002 0 0.001 © 0.006 NC IN 1 min -0.003 5 -0.002 5 -0.001 4 -0.005 5 NC NC 2 max 0.004 4 0.049 5 0.001 4 0.006 4 NC NC min -0.003 5 -0.052 4 -0.001 5 -0.005 5 NC NC 3 max 0 - 0.004 4 0.1 5 0.001 4 0.006 14 NC NC min -0.003 5 -0.106 4 -0.001 5 -0.006 5 NC NC E ttijal 1' !max 0 1 0 1 I' 0 10.0. Q 5 NG; 1t v t' a fliav gilli ITI1 `, min 0 ; 1 0 ' 1 0 1 0 4 NC t ', ' 2 max 0.001 12 0.466 ; 5 i 0.005 5 0.007 5 1 186.9 its . ;i; i ._: ,'r ' 6 It" min - 0.001 ` 3 0.475 4 1 -0.006 4 0 007 4 183_ • •' r1" 1FrPliu l 3 0.002 2 0.0 :5. � 0 :, 0� " , 5 0,014 � NC t - t. , ; min , - 0.001 3' 1.1044; 4 ,--- -0.t1 . #`; NC ; c 6rvk ,.Cii•itt110 M9 1 max 0 1 0 1 0 1 0.022 5 NC NC min 0 1 0 0 1 -0.022 4 NC NC 2 max 0 1 0 ® 0 5 0.022 5 NC NC min 0 1 0 El 0 4 -0.022 4 NC NC 3 max 0 1 0 0 1 0.022 5 NC NC -- min 0 1 0 1 0 1 0.022 r4 NC NC M10 '! � max 0.002 '2` ; ., 0 003.° • '' ' °s '. I .'0 5 0:01+ 5 f NO `NC l _.. min -0.001 1 3 -0.004 ■ 4 I 0 4 -0.014 4 NC NC 12 max 0.002 2' 0.455 5 0 2' 0.005 5 244.441 5 NC min -0.001 3 1 0.471 ; 4 0 3 ` 0.005 4 238.111 4 ' NC .: - : i 3 max 0.002 2 1 0.197 i 5 0 4 0.004 ' l 4 NC a ^ w min -0.002 3 ' -0.209 4 0 51 - 0.004 1 5 NC ( NC 1 M11 1111 max 0 5 0.002 5 0.003 4 0.001 NC NC min 0 4 -0.002 4 -0.003 5 -0.001 NC NC max 0 1 0.04 4 0.097 5 0.001 758.66 319.291 5 IIM min 0 ® -0.039 ® -0.101 e - 0.001 785.615 © 307.043 II EN max 0 0.002 0.003 . 0.001 NC NC =® 0 © -0.002 0 -0.003 © -0.001 © NC IM NC M112 1 max 0,001 5' 0.068 ' 0,073 4 0.014 _____,4 `! ILMSIIIIIIIRMIE 1 min ' -0,001 4 -0.073 - 0.066 5 -0,01" 't NC NC..1 k.' ' 2 max 0 1 0.071 ® 0.102 14 0.014 4 9973,786 5. " i.4 s.e min 0 ® -0.076 4 0.093 F 5 -0:013 5 8824:918 ' . ` 3 max 0.001 al 0_068 ® 0.073 4 0.014 4 NC .;N F ,I ' - min -0.001 Ell -0.073 -0.066 5: -0.013 5 NC ;NC M13 max 0.073 4 0.196 0 5 0.004 4 73.012 NC min -0.068 5 -0.185 0 4 -0.004 5 75.853 NC max 0.073 4 0.134 0.001 4 ' 0.004 4 146.496 NC 111111® -0.068 Q -0.125 © -0.001 Q -0.004 © 152.327 © NC MI ©M 0.073 0 0.073 0 0.001 4 0.004 0 NC NIII NC III RISA -3D Version 4.1 (C:1Program Files\RISA\W0517 william sonoma awning - tail- alt213d1 Page 12 Oct. 20 05 09:52a AG Rol in Cons 5036635647 p.19 • Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) LJy Ratio Lc (n) Liz Ratio Lc Vin_). (In) (In) (radians) 1 min -0.068 5 -0.066 1 5 -0.001 ` 5 -0.00Y 5 NC i NC L : M14 1- ! max 0 1 0 1 1 0 __ ,(_1 0 : r 4, 4NC ��. g 'u 'iu , :'NG 1 �7 9' u min p _. - - 0 ,_ . 11 0 f 1 0 - 5 ..' NC '„; 2 max 0001 : 0 466 5 0:006 4 I 0 4 186.9 NC ' min :: " -0.001 3 - 0-475 ! 4 -0 -005 t 5 - 0.007 5 183.. & l;t - .F. NC 3 max 0,002 2 0.003 5) 0 4 ! 0.014 4 NC P NC min -0.001 3 0.004 4 4 0 5 0.014 5 NC NC II M15 1 max 0 1 0 1 0 1 0.022 5 NC NC min 0 1 0 1 0 1 -0.022 4 NC . NC 2 max 0 1 0.003 4 0.007 5 0.023 1 5 NC 4745.766 min 0 1 -0.003 5 -0.007 4 -0.024 NC 4596.456 II 3 max 0 1 0 _ 1 0 1 1 0.024 M NC ■ NC min 0 1 0 1 0 1 -0.025 4 NC NC L M16 1 max 0.002 2 0.003 5 ' 0 4 r 0.014 - 4 • • NC NC 2 `'' min -0.001 3 ; 0.004 4 0 { 5 7 -0.014 5 NC NC 2 max 0.002 2 0.455 f 5 0 3� 0:005 ' i 4 244.41 5 NC mm -0.001 3 I -0.471 4 . 0 2 -0.005 5 238.111 '; nnillialiMaIM 11 , R ,: 3 max 0.002 2 I 0.197 5 0 5 I 0:004 15. NC ki i, a tuV$ " n a 1 1 I min -0. 002 3 -0.209 4 0 4.--. Kr0.004 4 NC .! t , I' ! .' ( - - M17 1 max 0 4 0.002 5 0.003 _ 4 0.001 4 1 NC NC min 0 5 -0.002 4 -0.003 5 -0.001 5 NC NC 2 max 0 4 0.128 5 0.352 4 0.002 4 1 253.215 5 91.631 4 min 0 `5 -0.134 _ 4 -0.339 5 -0.002 5 1 242.904 95.286 5 3 max 0 4 0.29 5 0.817 4 0.003 4 7 110.942 M 39.328 4 min 0 5 -0.302 4 -0.785 5 -0.003 5 106.72 4 40.887 5 4 = '',M18 t , 1 max 0.001 4 0.068 5 i 0.073 4' 0.014 4.4 INC .. NC K ' u IT rnin4 -0.001 5 0073 4 ; -0.066 5 - 0.013 5 NC. : • N� C 'IA "I;, I.2 max 0.001 4 0 036 5 0608 - 5 0.013 4 NC' ' 433.161 5 min -0,001 5 0.039 4 13.006 ' 4 - 0.012 5 NC - 404.063 4 3 ;max 0,001 4 0.003 5 0,1 5 0.012 4 NC r r 192.326 ; 5;' i min -0.001 5 -0.004 4 -0.106 4 , - 0.011 5 NC 179.432 i 4 M 19 1 Eam3 0.073 4 0 - 196 4 0 4 0.004 5 73.012 4 NC i © min -0.068 5 -0.185 5 0 5 -0.004 4 75.853 5 NC max 0.073 4 0.134 4 0.001 5 0.004 5 146.496 4 NC min -0.068 M -0.125 ® -0.001 4 -0.004 4 152.327 5 NC 3 max 0.073 0.073 0.001 5 0.003 5 NC NC min -0.068 5 -0.066 5 -0.001 4 -0.004 4 NC NC W120 1 max 0 1 0 1 1 0 1 1 0.001 5 NC NC min 0 ; 1 0 ' 1 - 0 11 I -0.001 4 NC NC 2 i max 0.001 5 0.128 5 0.061 1 4 0.001 5 474.147 5 i 970,856 4 f min ■ - 0.001 4 - 0.141 4 - .0.058 Ti -0.001 4 432.481 4 f 1034.151 5 imumfiro 0.002 5 0.003 5' 0,001 T 0.001 5 11111EHM11111 NC III mm -0:002 4 -Q.014 4 -0:001 4 :...: - 0:001. ' 4 .. . NC L _ M21 max 0 1 0 1 0 1' 0.002 4 NC MI NC min 0 1 0 1 0 1 -0.002 NC NC 2 max 0.001 4 0.822 5 0.003 5 0.016 M 215.19 NC min -0.001 5 -0.852 4 -0.003 208.653 NC 3 max 0.002 4 0.837 5 0 M -0.015 0.029 111 20 NC NC min -0.001 5 -0.871 4 . 0 5 -0.028 5 NC NC ell ,' _ ''. " max 0.0 - 1 4 0.837 1 5 I 0 4 I 0 .029 i 4 NC ' NC NI min - 0.001 5 -0.871 1 4 0 5 -0.028 15 NC NC 1 2 max 0.002 4 0.523 i 5 0.011 4 I 0- 012:: 4. 427.739 5 7618.423 4 ____ .ate �RISA -3D Version 4.1 [C :Program Files\RiSA\W0517 william sonoma awning - tall- alt2.r3d] Page 13 Oct 20 05 09:55a AG Rol in Cons 5036635647 p. 20 Rohn Consulting William Sonoma Awnings -14Ft tali October 19, 2005 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z•Translate Lc x- Rotate Le (n) Uy Ratio Lo (n) Liz Ratio Lo (In - 0.C' (IIn) In radians ^t y tl! : ! M.'s .. K 0.003 EL n.to•f;s L� '»l Malik ' ? #: i �}a Ti (i Nl min . +. a + ;,; , it . :;,!4).,003 4 :: - {1, 04I1'_ti _Olti' '_ +: s t.% .. . _ . r 1 .,.� � 4� _ ,- a ,g , .:;; , M23 1 max I 0.004 4 0.002 4 0.001 4 0.005 5 NC - NC min -0.003 5 -0.002 5 -0.001 5 -0.006 4 NC NC 2 max 0.004 4 0.049 5 0.001 5 0.005 5 NC NC min -0.003 5 -0.052 4 -0.001 4 -0.006 4 NC NC 3 max 0.004 4 0.1 5 0.001 5 0.006 5 NC NC min -0.003 5 -0.106 4 -0.001 4 -0.006 4 NC NC L M24 1 max r 0.001 4 0.003 5 0.002 ` ' " 0:0 1 2 # 4 . iii_ 'NC i'''7' I min -0.001 1 5 -0.004 4 0.002 5 0.011 5 : f'I = f t "I+3C' 2 max 0 ; 4 j 0.036 5 I 0.106-4;4 ' 0.013 4 :'::,,;4801.06. ` 4, ! min 0 5 - -0.039 4 i -0.099F 5 0.012 T 5. 51 ; : 5: 3' Irnax 0 4 0.068 5 0.196 4 ' 0.14 4 ; ,= s i p, r: ii ;;,,, � as a it a� , "i min 0 5 - 0.07'3 ; ,,:4).1185 5 1 0 0,0t:'3 :? i �?i.:1 Y' 1 a, L, , j:'a 115 M25 1 max 0 4 0.068 5 0.196 4 0.014 4 NC NC min 0 5 -0.073 4 -0.185 5 -0.013 5 NC NC 2 max 0 1 0.074 5 0.227 4 0.014 4 4802.28 5 1041.311 min 0 1 -0.08 4 -0.214 5 -0.013 5 4416.379 4 1105.85 3 max 0 5 0.068 5 0.196 4 0.014 4 NC NC min 0 4 -0.073 4 -0.185 5 -0.013 N M26 1 max 0 5 0.088' 5 1 5 NC NC _ 0. .. 4 "'` 0.014 4 NG N,� , min ; 0 4 -0.073 4 - 0.185 , 5 -0.013 5 -NC •. NC .' :.: :y2 max 0 5 0.036 5 0.106 ( 4 0.013 4 NC I 4801 06 ii 4 E 0 4 -0.039 4 -0.099 1 5 -0.012 5 1 NC ! 5150.529 '34 Ear 0.001 Ei 0.003 pi 0 4 0.012 4 ; NC rye Aral 41.001: ..4004; 0.002 5 -0.0,11 5 ' NC NC M27 0IMINIM'0 0 0 0 1 0.005 5 NC _ NC min 0 1 0 1 0 1 -0.005 A- 4 NC NC 2 max 0.001 5 0.005 5 0.073 4 0.005 5 7492.586 5 409.914 4 min -0.001 4 -0.006 4 -0.07 5 -0.005 4 6385.784 4 426.266 5 3 max 0.003 5 0.002 5 0 5 0.005 5 NC NC min -0.003 4 -0.002 4 0 4 -0.005 4 NC NC M28 1 ;max 0 1 0 1. 0 1 0.005 C 4 NG NC ° 1 ! mill^ 0 H 0 1 0 1 - 0.005 ; .5 NC NC 2 I max I 0.001 5 0.005 1 5 - 0.07 . 5 0.005 j 4 7492.586 5 426.266 ' U I!'; m in -0.001 1 4 -0.006 4 -0.073 1 4 T -0.005 15 6385.784 4 409.914 IIIM 3 !max 0.003 5 0.002 5 0 ( 4 0.005 4 NC NC j min ! -0.003 4 _0,0,( :. , 4 l 0 r 5 I -0.005 1 5 1 NC i NC } 1 Envelope MemberAlSC ASD 9th Code Checks Label Code Chk Loc Shear Chk Loc Dir Fa Ft Fb y -y Fb z -z ASD Eqn. (Ind Lc (In) Lc Ksi Ksi Ksi (Kai) M1 0.459 60 4 0.005 0 Hial 19.749 30 33 33 H1-2 M2 0.391 4k - ,0.148 . .84 . a : l' 2'; _ - , .., « .r' ,._iiii° ' ;: i:.,p:)r , H2 -177 M3 0.16 0 4 0.043 . 0 0 4 25.737 30 33 33 H1 -2 71y14 .., ; : 0.. 6 86 '; - 4 MA a6:84a; : 54 „ _11.142,' 56 30 t r 34 ` - 3 - ,w ,112.4.,.;:;-s M5 0.992 32 4 0.056 32 24.342 30 33 33 H2 -1 M6 •f": . 0267 I 32 4 ''0.031 32 E11611-.25737 30 .33 3 4'.. H2-1'% . M7 0 0 . 33 9 0 14 0.067 0 0 4 29.131 30 33 33 H2-1 , 86.846 4 0.105 86.84:- t34 12.256 ': 30 33 j . 33 _ - H2.41 RISA -3D Version 4.1 [C:\Program Files\RISA \W0517 william sonoma awning - tall- alt2.r3dj Page 14 Oct 20 05 09:58a RG Ro1in Cons 5036635847 p.21 Rotin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 , Envelope Member A /SC ASD 9th Code Checks, (continued) Label Code Chk Loc Shear Chk Loc Dir Fa Ft Fb y -y Fb z -z ASD Eqn. (In) Lc (In) Lc (s (Ksl) (Ksi) (Ksi) M9 0.005 32 5 0 0 0 4 25.737 30 33 33 H1 -2 Ml'. 0,874 0 , 11 -__ ..., 0.- 4- 12256 31 k , ._. ,:w + M11 0.587 32 ' 4 0 32 32 4 25.737 30 33 33 H2 -1 • T 30 33 � , .� M12 O;i91 16 4 0 0 0 0; . : °- :737 �....y� „uI:.1 �.�,�. Mil M13 0.26 0 0 0.044 9 9 0 29.131 30 33 33 H1 -2 r M Q.. 91-,a .44Ea8i!"fatitF. p! .' 116,,:T � . '!! n .L .s`t" ? ; .- .�: �. @r�s� � ''' x � r a i.r _ 4 ms If�Wil� '� : � s: � M15 0.16 32 0 0.043 32 ®UI 25.737 30 ® 33 H1-2 `M16 0.974 ' ' "x,•= 0124 0 0 12256 30 - 33 33 H1 -2 M17 0.992 0 4 0.056 0 0 011DEM 30 33 3i H2 -1 7. M113 0.267 0 1 4 0.031 0 0 25.737 30 - 33 33 . H2 -1 M19 0.26 0 7 4 0.044 9 9 29.131 30 33 H1-2 V" M20 0.459 - 60 } 4' 0.005 0 ' 0 19.74 30. ' ��, G -7 ; . HI . 12 M21 0.391 41.138 1 4 0.148 ' 86.8468E1 12.256 30 � 33 33 H2-1 I _:r.: �EE64 12.256 30 33 ,' 20,0 '"t a1 !'4,: ",.1r.'''. i 1s M22 0.313 . 86.8,<L6 ` 4 Q185 ; ' J : . M23 0.3 0 4 0.067 0 0 4 29.131 30 33 33 H2 -1 i HM24 O 397 32 - 4 0:0 32 3 2 .,5 19: = 4 ',1 -. 23:76 ;" - . L6r .176 _ H9. ) M25 0.275 16 4 0 32 32 5 19.305 21.6 23.76 23.76 H1 -2 4 M26 3917 0 ior3 0Q52 a ; 0 .:0,: 19.305 ;. 21.6 23.76:1:q!' .Z1 <_ 76 :Y4INIMIESE M27 0.745 30 4 0.008 0 0 4 16.823 30 33 , 33 H1 -1 .!. M28 , 0.745 36:i .4 0:006 , D 0 4. 16.823 r_Z_: 30 5 :;33,T .:33 RISA - 3D Version 4 1 [C \Program Files1RISA\W0517 william sonoma awning - tall- alt2.r3d] Page 15 Oct 20 05 09:59a AG Rol in Cons 5036635647 p.22 r �lQ S. a AO% ic 1 1 id Or v ' 8 0 I 'A, 1h 9r6 ..sitv . . ,,o .4A7br„,... z e. y i l ..... I ■\a CI% ti 1 { A 1 i a 1 10 1 9 14 l r I, 6 O . P)4 ill e• 19 4311C af As A.007 Solution : Envelope Rolin Consulting William Sonoma Awnings -1igFt tall October 19, 2005 JMW /d 2:17 PM W0517 W617 wiliam sorama awning smal... i Oct 20 05 10:00a FIG Rol in Cons 5036635647 p . 23 . .' k0 Rola' Consulting William Sonoma Awnings-111Ft taa October 19, 2005 - — Global ISteel Code AISC 9th Edition ASD fr .ijiotAr able 'Stress Increasgira*t Mel. 1.009 • -..-- . . . Include Shear Deformation Yes ittaiiiii:Waitiliiii • . :.. , !' PIM -- ........................... Yeo :,,_': ,.. .;.. , !,1, ' ' ' No. of Sections for Member Cates 3 Ntdesigii 'Seilions j, - 1.1'41 - fIggiiiiigalift.NW : iiiikr§71 - P-Delta Analysis Tolerance 0.50% riertical Axis 1Y 1 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coat. Weight Density Yield Stress (Ksi) (Ksi) Ratio (per 10A5 F) (Lb/f3) (Kai) L STEEL 1 29000 11154 1 .3 .65 490 _I 501 Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shape Label (In)A2 InA4 le4) InA4 Oni 7 FRAME POD1.5-16GAT,n STEEL .293 1.2 12 .076 . 076 INKMMII r ,wEgai40 ,' POD1.00 STEEL ;:4i ‘; iii.,:itii;L1;-ii l!'! ; ME '::7 4 !i.!!!'!21:i.4- ',it!!ir.; !!!!'!,,'',.r.'0;;!11',4;,31111:.,!.!' Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature (In (In) In i 1 0 9 0 0 I 1;1. , 1!,111: V r° H ii o 4..!'!:,'!' l'il.■!, It.IL14,1111.' I. ,Ii4,!tc, i i4!i Oil24;.-qYn;V,I4 ,'Ir 'ill,N 0: ii!i*!1;1[1',:i 3 24 66.5 0 0 101' i' :r . . : ". t.: hitii6Oig . 4 1 . iii iia ; i ' V-.75i . '11:3 : ' 44 , i 'li , , P.,. :4rii: it - LEMISM.. 1 ..h.Titi:gliltli: 5 48 9 0 0 0 • •''•::'''':'''' :J" ' ' 3 7 0 124 32 0 1 8 ' ' . 24 I 66.5 32 .:::::jijii.0jla.01 9 48 0 32 0 10' ' • 48 .. . : 7 ' . _',', !.:4.,„:,11.11.ii.4-71.4,:4, ,agon20,;tal _ Mg/ '• 1.10i4i.lipth., 0 66.5 64 0 MIIIME 0 ' '-'''. ::•''!'! T.!: . ':' 124 ' ' 64 •:-, - - "" '"',':'-': ' - 0 13 24 66.5 64 0 48 0 64 0 „ ._, 15 48 9 64 0 16 0 j 9 : 7 96 : ' ';144Miki iiig ' '. : r• '.. 17 0 , 124 96 0 18 24 f --- 665 ' • ' ' 9PIJJ04 19 48 0 96 0 i 20 , • 48 j I . : 9 , , - 1 :96 . Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (Kiln) (K/in) (Kiln) (K-ftirad) (K (K-ft/rad) 2 Reaction Reaction Reaction 1 P: ,, AU:I'lj jh ,....,....,_,__ .. Bm_ .. 27J.,..8CirtairJ - 7 :135.''i'f:' - .'':!i J - . - • 'j. !P;Mr'J 1 Reaction Reaction Reaction RISA-3D Version 4.1 [CAProgram Files1RISAWAI0517 william sonoma awning small-alt .r3d] Page 17 Oct 20 05 10: 02a AG Rol in Cons 5036635647 p.24 Rolln Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Boundary Conditions (continued) Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation T (Kiln) (K/in) (Kiln) - (K- ftlrad) T (K-ftlrad) (K- ft/rad) r 16 Reaction Reaction Reaction ; 1 7 Reaction Reaction Reaction x x e 77 P n F , ,, n a i l; 12 Reaction Reaction Raaa. r �.c,a „ y; G_ , �� I as 6 Reaction Reaction Reaction ii Reaction Reaction Reaction , Member Data X -Axis Section End Releases End Offsets Inactive Member Member Label I Joint J Joint K Joint Rotate Set I -End J -End I -End J -End Code Length S n 4 M1 1 ! 5 FRAME 48 M2 2 T -- - - 3 ', —_ �F '�' E I - - - - n 1 - -- 62_30 M3 2 7 FRAME 32 M4 I 3 5 , _u < s__._-- , - 'I, s law.. is i . 62;740E; M5 4 9 FRAME 32 - R . MS. I 5 - 4 .G ` - r4 =- a a4; 4s.- la : ,a M7 I 5 10 FRAME — =1. 32 : MS _ 7` 8 � - -- . FRAM E; 41=..,W4 ;t G •': 82: � j M9 7 12 FRAME • 32 VP '' M10 8' ; 10 I_ FRAME .311 i :fii' /I 01 ''i 1 1 M11 9 14 FRAME — 32 12 10 ' 9 — FRAME( i • - �- -- 9 �' M13 1l) 1 5 FRAME - -- 3 : 2 a M14 12 13 -- - • s • I . " ; � i' g ' '. a tM 62.30 A M15 12 17 FRAME �I 32 :.. M16- .._ ._. __1 15 _ ` .- FRAME ,w62 3Q8st M17 14 19 FRAME 32 M18 15 — 14 FRAME _l - -. :.: M19 15 1 20 FRAME 32 M20 16 20 FRAME _____ . i .._': _L Arai M21 17 18 FRAME I I 62.308 M22 18. 20 _ FRAME j 62.308 M23 20 19 FRAME i 9 M24 3 8 WEBBI G - M25 8 13 WEBBING 32 M28 1 W EBBING - , ;1:i . p, ,1: , Nr d l l M27 6 8 WEBBING BenPIN 24 • M28__ 11 1 3 p , . W E BBING , I BenPIN T . ^ 24 Steel Design / NDS Parameters Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set 1e2 101 le bend K y -y K z - CH Cm z -z 8 y z (In) In In) M1 FRAME 48 1 1 __ El M2 FRAME 62.30$ ',.` of � r« yy ;l�# i. iA ,, , ^.za , , t =iii , ,Iii lI' I x, i i, I � :;yl M3 FRAME 32 .65 .65 M4 J RAMS - - . «� i � .Ji J :I_,iofia ni�1� ,.5 :.: ,�' �M�ti�'ti li t , 77 M 5 FRAME � 3 .. °a:, w -; Ki * ym� . 6 1 65 .65i M6 FRAME s ,tNi ' (,B. M7 FRAME 65 — MIN M8 L FRAME ............ ................. .65 ='ir .r4xi .65 651t l_ - -- . _ __ RISA -3D Version 4.1 [C:1Program Files1RISA\W0517 william Sonoma awning small- alt.r3d] Page 18 Oct 20 05 10:04a AG Rol in Cons 5038635647 p. 25 ' Rotin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Ste Design / NDS Parameters (continued) Member Section Length Lb y -y Lb z - L_comp Cm y - Cb Sway Label Set let iel bend K y -y K z -z CH Cm z -z 6 y z In In In In M9 FRAME 32 .65 .65 ___MN ....M10 .- .82.308 WM lIy „r; }. P1: tKir= La mil FRAME 32 .65 .65 �_�MMI • 1 - -- ��� .. A "r, M12 .,k;:w k ° E :1z -- 5t _' It ' ^, '' • ` ; 4475,44•1 , ta , �, -=c _ M13 FRAME - -- �• 32 .65 .65 �� Illagra Sy; -- _ F1 .' '%w+�'-• +� '. _.- ` S . ... -, , • _ - e :r . L- 4 S M15 FRAME 32 .65 . EN M�l6 - .,..1 . -1 v ;I gtatp ' as F, r s * x9ljMI t' r ; ii As 5P- 12 It • , M17 FRAME 32 .65 .85 VENErle- • Fai E ' . - <.41 �_.ke _... its i s65 =t €: =141: 't -r• M19 FRAME 32 .65 .6 -- WEI 1'20, . .FRAM . E .. ° 48 7 ?, FRAME 6 -308 P .65 .65 �� I M23 FRAME 9 .65 .65 NM _ W 4004424 EBS •. : ,,s ••'' '32 kV ii i 0m w4 L,1. .. �.. 'H + VZ M25 WEBBING 32 1. 1. !, ” M26 WEBBING; 32 ,L ..' . a : M27 WEBBING 24 1. 1. al - M26 :. BIN .- '' .24 ;r,,1 p 1 , 111F, 1 .j X14: Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Z Nodal Point Dist. Surf. 1 1 DL None -1 2 i VERT None -. . , �..- } E yt e [ jiLl. 3 1 HORZ 1 None 18 Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location (Lb/ft. F) (Lblft, F) (In or %) On or %) ' UNIFORM-Y 1 y i -1 -1 0 0 UNIFORM? .V -1 -1 0 0, UNIFORMZ H -1 -1 0 0 Member Distributed Loads, Category : None, BLC 2 : VERT Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M2 i 2 3 UNIFORM? 20 M8 7' s' UNIFORM? 20a , :iiii3 M 8 7 8 UNIFORM? 20 • M14 12 • ,__, 13 UNIFORM? ' : 2014; 1 M14 12 13 UNIFORM? 20 ' M21 17' ' ' 'l8' UNIFQR ; , gy, r �., Qlut�'�'i1:!l! `: - - - -_ . - M 4 3 5 UNIFORMY 20 M10 8 to . ,nt v4. 4 s UN - ri .t '4,`m.„ M10 8 10 UNIFORM? 20 ezt.; M16 13 _ :- yr . lliit=r '. .- _ UNtFO RMY �.:, ., Rill n6 W . p� M1 6 I 1 3 15 UNIF 20 M22 18 i . y " t'l'r„ I r►:i��P iIEI u,' .;irh RISA -3D Version 4.1 [C:1Program Files1RISA\W0517 william sonoma awning small- alt.r3d} Page 19 - Oct 20 05 10:06a AG Rol in Cons 5036635647 p.26 Rolin Consulting William Sonoma Awnings -14Ft tail October 19, 2005 Member Distributed Loads, Category : None, BLC 3 : HORZ Member Label I Joint J Joint Load Pattern Label Pattern Multiplier F M2 2 3 UNIFORM -Y 20 x Itt .;. v4 t u..; UNIfO -Y ' _ °20 •` M 8 7 8 UNIFORM -Y 20 12' r<. .N1 :11-.E ^' UNIFORM -Y: mow' M14 12 13 UNIFORM -Y 20 M21 f ! i lli ,! 601 iiii 1 4:0y i, , ,,,, °,1,. " UNIFORM- I. ! :;'1 ,. J 7 , M6 ! 5 4 UNIFORM -Y -20 M12 10 ii 9 UNIFORM -Y -20 • M18, : ...a,, . - g . a4ii :2_ - .� - 01. . ..1,. •: k.. ..y .,. r_« r_-4 7 R l~- "� . aY.,.V' ik : niil' <b A '.I M18 15 14 UNIFORM -Y -20 �1 M23 ' �.....:V�. I tII IPk�It', 'r_I y[:L_GI tl . - .li , HPt.11n. . - "61',. IL .. ;;4141F d Il'•• • i �7 I , 1! . Pi., a I�Mr "II M4 3 5 UNIFORM -Y 20 M10 #�� = =':s' -`�. .�:_,;` + �3�r�1� rr ��'.:,�� � ,,5.. -.ru �� _S� �; , 1 * � � - �� w .i,.,� ;y r r,��r�tR`�'iF�intti i0 !. M10 8 10 UNIFORM -Y 20 M16 13 , T , - 15 ''' ai ._... M16 13 15 UNIFORM -Y 20 M22' 18 20, >t,l, IFORsa : I 1 gme' Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 I DL __I/1_1 _ L F1 1 1 T- -- I 1" 1 1 2 1 Id II. 1 DL -VERT I Y! I I 1 1 1 2 -1 4 I DL +HORZ } t3:i- l - „- 1 1 3 1 1 5 i DL -HORZ l Y I I 1 1 1 3 -1 Envelope Joint Displacements Joint Label X Translate e Y Translate Z Translate X Rotate Y Rotate Z Rotate In Lc In) Lc In) Lc (radians) Lc radians Lc (radians Lc 1 03. 0.000 p o 000 p 0.000 p 0.001 4 0.002 p 0.003 p ® 0:000 : •': 0 a0! e. $ 0.001 ' 5 r.k 1 :' t� a` tim 2 max 0.000 5 0.000 © 0.000 4 0 © 0.001 0 0.017 Ej - min . OLL' I 4 r 0.000 -: 4 I 0 5 0 i ., i N : ' 4. .. ":5 , jg ; -_. V, 4 ! 3 max 0.545 5 0.228 5 0 5 _ 0.005 0.012 4 0.002 4 ... :41! . f7' 10712 1111A' -0.002 max 0.06 4 0. 002 © 0.001 5 0.001 4 0.005 5 0.007 Q min' -0;057 5 .. -00ew =:{ ,. ` X1001 4 •-0.001 59i -0.006 4 -0.005 arii 0.001 5 0.002 © 0.001 4 0.001 4 0.004 5 0.007 0 " .- 0.001' 4 s -0.002 .1 .001: ..i -:- 0.001 :i 7 004 -4 . -0.007 .,, Ear 6 arzi 0.000 5 0.000 © 0.000 0 0.003 5 0 4 0 EN min 0.000 i_ 4 0.000 •' -0.004 4 0 5 0 i 7 max , 0.000 2 0.000 0.000 0 5 • 0 ' 4 0.01 � . 0: 000 3 mtn I ' 0.00! r . .I r i lt 1 0 4 . ; 0 ' 5 -0.01 ' ; !,4 r }, IN 8 0.002 n 0.001 0 © 0.003 5 0.009 4 I 0.001 5 min -0,002 : ` 1 0.01, 46 ,,,.1 , p r 4 -0.008 5 : -0,001 4 RISA -3D Version 4.1 [C :\Program Files\RISA\W0517 william sonoma awning small- a1t_r3d1 Page 20 Oct 20 05 10:08a AG Rol in Cons 5036635647 p.27 II, Roan Consulting William Sonoma Awnings-14Ft tail October 19, 2005 Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate - (1n) Lc (In) Lc (In) Lc (radians) Lc (radians Lc radians Lc 9 max 0.116 5 0.069 Iffl 0 Eil 0.001 EN 0.004 Li 0.006 4 - i 1 ; ---- M : ,,I• - • Kg _0 _073,i,:munsumittommgalp: 10 Elm 0.165 5 , 0.069 IA 0.001 Km 0.001 4 0.003 Ez 0.005 4 1110.11111111111111Milf: i',ii:rtiai '6 5L h4 . -0.071i: EA 0 :F q- 11 max 0.000 Eii 0.000 4 , 0.000 5 0,004 EN 0 Km 0 0,! ::, , - : :.: .,,, r. . MO i EA 11 :011/ A ';.,. 0.000 ',." 3 '. 0.000. ,:.' : :4- ICET1,331E,iL11.)!!4::,1;''),II,III;,',:11 12 Gm 0.000 pi 0.000 1 3 0.000 En 0 EN 0 5 0.01 El 4, ; F:l'in - , -0.1300 A:Eta:;"' a 000 2 0.0004-Iffittntiffliff-liffiliElEMitiirliftni 13 max 0.002 5 0.001 5 0 gi 0.004 Kg 0.0043 Ei 0.001 ra ; mitii '-0.002 r -3 -0.001 4 0 : -.4i:tiat:444).:0(130.;[ '15'.-'_ iiA. -0:001 ,: rt!.r 14 max 0.116 ' 5 I 0.069 5 0 Li 0.001 5 0.004 M 0.006 4 nlit); - ' -0,123 4 ,t -0.073 4 ' litliz 1.;r40 :,T: Et .. JiStir 15 max 0.165 5 0.069 5 ' 0 El 0.001 5 0.003 tm 0.005 4 min 4.175 .. VA ., 4).073 ., : Ell ' 4)iffini;Ital ,J.,EllaUill:11 1 .: f*D0041121t;:i41.013-51. Lia 16 max 0,000 ' 5 :0000 5 ' 0.000 cm 0.001 in 0.002 En 0.003 IA ....... min - 0.000 : 4 . .... 0.000 4 f 0 Et . {0K , .!14001 4' ' .. ..''f-0.0.02;',ii4..,70.004: !4i2 1 17 max 0.000 5 0.000 5 t 0.000 1111 0 4 0.001 0.017 5 I ' ' Min • • •. 0000 . : . :4• • 0000 . . . • 4 I . : '04007.:ti.' a Tait:.-ii ;',.441:i,' i t;,. `it-0 :601: : guit , !:.0.01 - . - -7' 18 max i 0.545 5 0.228 5 ' 0 4 0.005 4 0_012 = 0.002 1 min -0,569 i'J :1 -0.239 I 4 ' 1 ' 0 t...::,..n. : 41.005f4 Aq-ci.a1214: , t4.; l'Acifa2,:iii 19 max 0.06 4 0.002 5 0.001 CI 0.001 5 0.006 4 0.007 4 ' . 1 Min L0,057 IN -0.002 4 ' -0.001' ' 5 -0.001 'la"' -, -0.005 lial ''.41;h006ii 1 20 max 0.001 5 0.002 5 0.001 5 0.001 Iall 0.004 4 0.007 EN • min 1 -0.001 I 4 j -0.002 ', 4 1 -0.001 4 1 -0.001 . 4 H, 4004. ' :5 Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment (Lb) Lc (Lb) Lc (Lb) Lc (K-ft) Lc (K-ft) Lc (K-ft) Lc 1 2 max 34.509 4 143.682 4 0.348 ' 5 0.000 1 0.000 ' 1, 0.000 1 I 1 ' 17 . I Min' 45.408750;: : -105 100 :'15':!!1! ii000410191.00110:1:0001'1 at ' ROM 1 :111114 iO40C(1111Plei max 34.509 4 143.682 4 0.536 4 0.000 1 0.000 1 0.000 1 i - 71 - 1161 - ; - 45$0A i ; : -- 1 0 5.0v.iirs:ili.i01341114:a;51%14 g AO. N. jlq iti ..M 02000 : Mt 1 I 1 11 .. 6 iNi!lit* I 1 max i 210.865 4 22.672 4 11.134 4 0.000 1 0.000 1 0.000 1 `r- min ' -197.24C175 -18.4 .: , i7V, 0.000 1 IT.: 0.000 , ri !Pl. .4.77 0 , 000 ::1:ii!jEliV 16 max 210.865 4 22.672 4 10.48 ' 5 0.000 . 1 0.000 ' 1 0.000 1 min ,' A 07.24$ .-18419:0 ! 5 , !'!IPII.1 347 0;0130 1 j. 0_000 . i- 0.0004 Ilia, 7 max 48.912 3 173.465 2 0.382 5 ! 0.000 ' 1 I 0.000 1 0 000 1 I , min i -630332-133581 ' . .3 T -0377 4 4 i 000a 1 f . .0,000 .L.tk,,0,000.441., F --- 12 max 1 48.912 3 173.465 1 2 0.377 , 1 I 0.000 1 _., 0.000 1 0.000 1 . ' '0 ' ' '''''' ' ' 7: ' t '' 4 ' 4 PFt ' 6 MITI -63.033 i 2 -1317 0.382. „ ,. ,5.: 1 0. 00 1' 0- '000 1 o ,. 00 _, I max 366.535 , i 4 , 0.65 3 0.000 5 0.000 1 0.000 1 1 0.000 1 min -354.635 1 5 . 0.65 ' , 2 0.0000:14 4 ! 0.000 I 1 :;;;i - 1 1 Q.000 t1 11 max 366.535 ; 4 0.65 3 i 0.000 4 0.000 1 0.000 1 0.000 1 min - ,..354 , ,,635 775, 0 4 1 0.600 .... .5- ',- 0.009., „-..,,4L,70 .00o ,...i't A („i:„ ,, .13:00:4Cifilli4 4 Reaction Totals : max 1240 4 564.106 2 0.000 5 min _ -1240 .;,' P:5H.,:, 954. 3 , RISA-3D Version 4.1 (CAProgram Files\RISAWV0517 william sonoma awning small-alt r3d1 Page 21 Oct 20 05 10:11a AG Rol in Cons 5036635647 p.28 i .. Rosin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Section Forces Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (Lb) (Lb) (Lb) (K -ft) (K -ft) (K -ft) M 1 1 max 210.865 4 22.672 4 11.134 4 0 1 0 1 0 1 min - 197.245 5 - 18.419 5 -10.48 5 0 1 0 1 0 1 2 max 210.865 4 20.678 4 11.134 4 0 1 0.022 4 0.039 1 5 1 min - 197.245 5 - 20.413 5 -10.48 5 0 1 -0.021 5 l -0.043 4 3 max 210.865 4 18.684 4 11.134 4 0 1 0.045 4 I I 0.082 5_ min - 197.245 5 - 22.407 5 -10.48 5 0 1 -0.042 5 -0.083 4 1V12 l• max 79:898 - 5 ; ' 69.502 - 4 0.348 ; ' 5 0: 0x6 i ' 4 "0..001' "4 .11 0032 4" min I- 117.799 4 i- 88,73E 5 -0.536 i 4 -0.027 i 5 0 5 j -0.03 5 2 max 82.287 r 5 16.648 4 0.348 5 0.028 ;11__ j 5 0.077 J 5 min - 115.411 i 4 - 15.81 ; 5 -0.536 1 4 ! -0.027 5 � -0.001 4 -0.08 , 4'.' 3 max 84.876 5 35.116 5 0.348 5 0.028 1 4 0.001 5 0.052 r '5" _ min - 113.022 4 - 36.272 ' 4 -0.536 4 i -0,027 ' 5 - 0.002 - 4 r - 0.055 ; 4-' 1 M3 1 max 0 1 I 8.176 4 15.097 5 I 0.03 5 0.025 4 0.012 4 min 0 1 -5.573 5 - 15.683 4 -0.032 4 -0.025 5 -0.011 5 2 max 0 1 I 6.846 4 15.097 5 0.03 - 5 0.004 4 0.002 4 min 0 -6.903 5 - 15.683 4 -0.032 4 -0.004 5 - 0.002 5 1 3 max 0 B 5.517 4 15.097 5 0.03 5 0.016 5 0.008 5 min 0 0 -8.232 5 - 15.683 4 -0.032 4 -0.016 4 -0.007 ! 4 FT M4 1 .max 86.423 5 18.428 4 2.381 4 0.037 ; 5 0.003 5 0.056 5': mm -11 3286 4 - 17.715 5 - 2322 5 '1' -0.039 4" -0:003 4 -0.059 Ii4i' 2 max 88 -811 5 33.211 5 2.381 4 f 0.037 5 0.003 4 0.036 , ' mm - 110.897 4 34.492 4 -2.322 5 - 0.038 _ 4 -0.003 5 -0.038 4 3 max _: 91.2 1 5 84.138 5 2.381. 4 0.037 5;- , ' 4 0:12 .1! min l - 108:508 4 = 87.413 ! 4 -2.322 5 _i• , -Q.039 4; °1 -0.009 i 5 -0.116 M5 1 max 126.185 5 41.394 4 26.084 5 0.003 4 0.026 4 0.053 min - 136.021 - 36.683 5 - 27.802 4 -0.002 5 -0.025 5 -0.049 f 2 max 126.185 ® 40.065 4 26.084 5 0.003 4 0.01 5 0.001 min - 136.021 -38.012 5 - 27.802 4 -0.002 5 -0.011 4 -0.001 3 max 126.185 EN 38.736 4 26.084 5 0.003 4 0.045 5 0.052 El min - 136.021 4 - 39.341 5 - 27.802 4 -0.002 5 -0.048 4 -0.054 M6 1 max 3 51935 5X 41 084• 5 136.021 { 4Q25' 1 5 '0.045 '5 0.028 mm 42.142 4 - 42.802 4 ' 126.185 S ,l i } .__0 -� 4 - (1.Q4$ 4 ( , -0.029 ��•� 38.309 5 5 136.021 4 a � I p L, `•. 2 max i 33.584 136.0 1 , 5 41 I alA "I �' AI 1 11 ,1 4 0.0 14 mm - 41.768 4 ,- 35.302 ' 4 F '" e -; 0602 ` 5 -0,015 rw 3 max 36.683 5 26.084 5 136.021 44, ; 7 1 � t, � :� 1 414 QAD53 4 0.002 t(. ,iy mm -.411.394 4 -2 :802 4_ - 1.26.185 8 : a # & ", � "*O:049 5 _ 0:003 't M7 1 max 149.537 4 1 43.008 4 43.387 5 0.008 4 0.058 4 0.055 4 min - 138.987 II - 38.227 5 -45.6 4 -0.007 5 -0.055 5 -0.052 2 max 149.537 41.679 4 43.387 5 0.008 4 0.003 5 0 111 min - 1387987 5 - 39.556 5 -45.6 4 -0.007 5 -0 003 4 -0.001 4 3 max 149.537 4 40.349 4 43.387 5 0.008 4 0.061 ' 5 0.054 5 min - 138 -987 5 - 40.885 5 -45.6 4 -0.007 5 -0.064 4 -0.056 4 M8 1 max 144.754 3 . ,67.868 4 0.382' 5 0.021 L4 - 0.001 4 0.03 5 mm 181.815 2 „- 7 065 5 0.377 4 -0.02 5 -0.001 5 I 0.032 j 4 2 max ,110.229 3 `, 35.784 5 0.382 5 . . 0.021 4. 0 : 15 1 0.07 5 .... m i n - 142.512 2 ,-.36 -976 4 -0.377 4 0.02 ' 0 4 - 0.072 4 3 max 75.704 3 ' 138:633 5 0:382 5 : 0.021 1.4 . 0.001 5 ! 0.16 14 min 103.21 2...-141.819 4. -0.377 4 .0,02. 5: -0,001 4 , -0:156 5 M9 1 max 0 1 1.329 4 0 1 0 1 0.003 4 0.002 4 min 0 1 1.329 5 0 1 0 1 -0.002 5 0 5 _2 max J 0 1 0 , 1 0 1 0 1_ 0.003 4 0.001 4 RISA -3D Version 4.1 [C:1Program Files\RlSA\W0517 william sonoma awning small- att.r3dl Page 22 Oct 20 05 10:13a AG Rol in Cons 5036635647 p.29 , r Rolin Consulting William Sonoma Awnings -14Ft tail October 19, 2005 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Sheer y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc Lb) Lb (Lb (K -ft K -9 _ (K -ft) min 0 0 1 0 0 -0.002 5 I -0.001 3 max 0 -1.329 4 0 0 0.003 4 0.002 min 0 -1.329 5 0 IIII 0 -0.002 5 0 M11Q .. ; l max 59.707 3 '1 140.483 0 .j4efr. '0GO3 F 1 - ' „, , ^ ail ",' min I - 78.117 2 - 137.059 x! 5 I S al a �'� u .r "► 2 0 max 50.733 4 ' 35.64 si 2 21 11111ENNE. fl `e". . 1 mmtrattaitar,mml min - 64.365 5 - 34.209 mgra .1 to ° a e dzc a : "t 3 max 5_3.121 4 68.64 ® ` !t, f�: la t � 'i ` pa °"I • ® min 467.976 5 - 6920$ MI . 2.14 , E ar9 6 ■ i , ,L 1 0 M11 min -262.732 ' 1.329 MI 0 0 M -0 043 MI -0.006 e ©mm 246.198 © 0 an 0 in 0 0 0.04 Q 0.006 En min - 262.732 e 0 1 0 0 1 -0.043 -0.007 4 3 max _246.198 -1.329 4 0 0 1 0.04 0.007 5 min - 282.732 -1.329 5 0 0 1 -0 . 043 -0.006 4 r ' itil12 1 max • 36.655 - 3.916 5 126.71 70.005 5 0.044 ' 0.013 4 i min - 41419 5 -2.198 4 -120.012 `: 5 0.045 4 -0.047 4 . -0.011 8 2 ,max ! 37.032 , 4 12.802 4 126.71 4 0. 005 5 0.001 4 0.011' 0 min -41.045 5 - 11.084 IA - 120.012 5 0.005 4 ' -0.001 5 -0.009 Q [ "3 imax i 37.406 i 4 27.802 4 128.71 4 0.005 5 0.048 4 0.003. MI M13 1 max 278 521 4 1.329 -120,012 5 -0.006 '1 t -0.046 5 I 0.006 5 min - 261.146 5 1.329 0 0 ; 1 -0.039 4 -0.006 © max 278.521 4, 0 0 III 0 I 1 0.037 5 0.005 Ill min - 261.146 0 0 0 1 1 -0.039 -0.006 ii 3 max 278.521 a -1.329 e 0 0 1 0.037 M 0.006 min - 261.146 5 -1.329 5 0 1 0 1 -0.039 4 -0.006 4 M14 1 max " 144.754 3 87.868 4 0377 4 0.02 5 0,001 5 0.03 5 min 181.815 i 2 -67.065 5 -0.382 5 - 0.021 4 ■ - 0.001 .I 4 `, -0.032 4 2 max 110.229 3 35.784: 5 0.377 ' 4 0.02 5 . 0 ( 4 : 0.07 ' 5 min I -142.512 2 i -36.976 4 -0.382 5 -0.021 4 0 1 5 - 0.072 , 4 3 max ' 75.704 3 1 138.633 0.377 4 0.02 5 0:001 4 0.16 , . 4 min -103.21 2 - 141.819 -0.382 -0.021 14 70.001 S - 0.1:56 5 '. I M15 1 max 0 1 1 8.232 15.683 El 0.032 1 4 0.016 5 0.008 15 min 0 0® - 15.097 © -0.03 5 -0.016 - 4 -0.007 4 © max 0 0 6.903 © 15.683 0.032 4 0.004 0 0.002 Q =® 0 0 -6.846 Q - 15.097 g -0.03 © -0.004 © -0.002 IRE 8 max 0 0 5.573 © 15.683 0 0.032 0 0.025 0 0.012 4 ® min 0 -8.176 - 15.097 ® -0.03 , 5 -0.025 5 -0.011 5 M16 ma x 59.707 140.483: 2:147 0:029 i 4 0.003 4 0.164 4'• all min - 78.117 2 i - 137.059 -2274 4 - 0.028 5 . -0.003 5 ; -0.16 5. ''. Ems 50.733 4 35.54 4 t 2.147 ' 5 0,029 . 4 'p.003 5 0.063 EN ®IMI 84.365 5 - 34.209 5 4,274 4 -0.028 5 -0.003 4 -0.064 Q ®G -" 53.121 Q 68.64 1 5 2.147 5 0.029 4 I 0.008 5 0.018 15 - j 61.976 ® - 69.203 1 4 2.274 - 4 0.028 5 7 0.009 '4 1 -0.021 74 M17 1 max 126.185 © 39.341 27.802 4 0.002 5 0.045 0.052 i min - 136.021 4 - 38.736 - 26.084 5 -0.003 -0.048 4 -0.054 12 Imax 126.185 5 38.012 27.802 4 I 0.002 0.01 5 i 0.001 min - 136.021 4 - 40.065 - 26.084 5 I -0.003 -0.011 4 1 -0.001 3 max 126.185 5 36.683 27.802 4 t 0.002 0.026 4 l 0.053 „ til 18_ min ~ - 136.021 4 - 41.394 Q - 26.084 5' � -0.003 Q -0.025 © -0.049 Ilal ; ® maxi 36.658 4 3.916: ®• 120.012:' . . 0 : 3 5 '' arm saw , , .1. 'x.013 ' 4 1 RISA -3D Version 4.1 [C:\Program Files \RISA \W0517 wiiiiam sonoma awning small- alt.r3dl Page 23 Oct 20 05 10:16a RC Rol in Cons 5036635647 p.30 Rolin Consulting William Sonoma Awnings -14Ft tall October 19, 2005 Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (Lb) (Lb) (Lb) (K -ft) (K -ft) (K -ft) min - 41.419 i 5 2.198 .4'.i. 126771 4 -1. j0.005 ` 5 - 0,044 5 0 Ott ,- . 2 Max r . 37.032 a 1 12,802 4 120.012 5 0.005 4 0 ,0(Xt £;_ O.11 ° ,C min ' _41.045 5 - 11.064 5 - 126.71 4 f -0.005 5 -0,00 P } 1 ' ` 94009 t ` 1S 3 maxi 37.406 4 27,802 4 120.012 5 I 0.005 4 0.046' -= t3 4 Miii _ - 40.671 .5 - 26.064 i' g . ; -4 -0.005- - 0:048,, 4'''''' - O X . 4 I 1 m19 1 max i 149.537 4 40.885 5 45.6 4 U.007 5 0.061 5 0.054 5 min 1- 138.987 5 - 40.349 4 - 43.387 5 -0.008 4 -0.064 4 -0.056 4 2 max 149.537 4 39.556 5 45.6 4 0.007 5 0.003 5 0 5 min - 138.987 5 - 41.679 4 - 43.387 5 -0.008 4 -0.003 4 -0.001 4 3 max 149.537 4 38.227 5 45.6 4 0.007 5 0.058 4 0.055 4 min - 138.987 5 -43.008 4 - 43.387 5 j -0.008 4 -0.055 5 -0.052 5 . _M _._ 1 max, 210:865 422:672 '4. ' 10.48 i 5° I 0 1!1 11 1 , min -197245 5 - 18.419 5 l 11,134 4 0 l 1 0 1 .0 ° >� 2 t 'x10 =86a 4 20.678 4 10.48 1 5 0 1 ` 0.621 5 E rf -"r =i mut -- -197.245 5 - 20.413 5 - 11.134 14 0 1 -0:022 4 ' - :0 4 3 max ~ 210.865 4 18.684 '4 10.48 1 5. 0 , 1 0.042 5 0:082 5 min - 197245 5 22.407 l 5 - 11.134 ' 4 0 1 [ -0:045 4 ` -0.083 ' 4 1 M21 1 max 79.898 5 69.568 4 0.536 4 0.027 5 0 5 j 0.032 4 min - 117.799 4 - 66.736 5 -0.348 5 1 -0.028 4 -0.001 4 .. I -0.03 5 2 max 82.287 5 16.648 4 0.536 4 0.027 5 0.001 4 j 0.077 5 min - 115.411 4 -15.81 5 -0.348 5 -0.028 4 -0.001 5 I -0.08 4 3 max 84.676 5 35.116 5 0.536 4 0.027 5 0.002 4 l 0.052 5 mm - 113.022 4,- 36.272 4 -0.348 5 -0.028 : 4 -0.001 5 I -0.055 4 y M22 1 max .:84423 5 18,428 4 1 2.322 5 0.039 4 0.003 I 4 ' 0.056 5 min - 141286 r 4 ! - 17.715 , 5 1 2.381 4 -0.037 5 -0.003 5 - 0:059. _4, 2 max 881811 5 33211 j 5 2.322 5 ' 0.039 4 0.005 5; !' a .. id' min , ."__._....__. 4 _.. _ II - 110.897 4 - 34.492 14 -2.381 1 l -0:037 5 -0.00301 r' ' i. " 0i+ €e , ''lit: 3 max 91.2 5 54.13a ' 5 2,322 15 0.039 4 I - 00G$ 1 -: min _108.508 47 :-87.413 4 -2.381',.. ,',0.037..,.. 5 : - 0.009. X14 ,..S , M23 1 max 35.935 5 41.084 5 126.185 5 0.026 4 0.049 = 0.028 15 min - 42.142 4 - 42.802 4- 136.021 4 -0.025 5 -0.045 5 -0.029 i 4 I 2 max 36.309 5 33.584 5 ' 5 0.026 ' 4 0.002 15 0.014 15 l min -41.768 4 - 35.302 4 - 136.021 -0.025 -0.002 4 -0.015 El 3 max 36.683 5 26.084 5 126.185 0.026 B 0.049 5 0.002 min 1 - 41.394 4 - 27.802 _ 4 - 136.021 4 -0.025 © -0.053 4 -0.003 4 M24 i ;1 max ' .• 2.07 5' ` 21,962 5' 50.378 4 0.004 r', • a : 0.058;_j 5, 0 :026 5 i ' ruin - 2.917 4 4 - 48.081 5 - 0.004 5''' -0.06"1 ' 2 max 2.67 5 21.095 5 50.378 4 , 0:004 4 0.006 4 0:002 4, twin 2.917 - 1 - 22.179 4 - -48.0 181 5 l -0.004 ' 5 -0.006 5 -0.003 a!$. 3 "max 167 5 20:229 ! 5 1 '50.378 l 4 0,00'4 4 0:073 ' 4 I `0.032 '41 min -2.917 4 - 23.045 1 4 I - 48.081 5 -0.004 5 -0.07 15_ ; -0.03 !; 5 M25 1 max 5.199 5 0.866 5 0 1 0 ; 1 0.028 4 0.012 1 4 min -5.569 4 0.866 4 _. 0 1 0 1 -0.027 5 -0.01 j 5 1 2 max 5.199 5 0 1 0 1 0 1 0.028 4 0.011 14 I min -5.569 4 0 1 0 1 0 1 -0.027 5 -0.011 1 5 3 max 5.199 5 -0.866 5 0 1 0 1 0.028 4 0.012 14 min -5.569 4 -0.866 4 0 1 0 1 -0.027 5 -0.01 r,..' , 1 max • 167 5'?1' 23: 045: '.4.. ,.. 48:081 5 .. "!'0:004 "5 '.'0,0,73.-.1:', 4. .. `0 032 w . 1 min -2.917 4 ; - 20.229 ' 5 50:378 4 . -0.004 4 -0:07 5 ' ` -0.03 5 : 2 max 2.67 5 '; 22.179 4 48.081 5 0.004 5 - 0.006 1 4 0.002 4 ' i min ,r2,1917, . 4 ' - 21.095 5 -50.378 4 ` -0.004 4 -0.006 5 -0.003 15' 3 .max '4:84 I' 5 21;313 4 48-081 5 I 0.004 5 0.068 5 I 0.026 F 5 j RISA -3D Version 4.1 [C:1Program Files\RISA \W0517 william sonoma awning small- alt.r3d1 Page 24 _ , Oct 20 05 10:19a AG Rol in Cons 5036635647 p.31 V Bolin ConsuBl Wi lliam Sonoma Awnin s -14Ft tall n9 s October 19, 2005 . r Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y - Lc Moment z - Lc (Lb) (Lb) (Lb) (K-ft Kft K -ft - ' min .. -.2.917 4 ` ::,21.9. 5 -00:37 ' f -;004 r. EV :. 0.. 1 -„ �.l a r r 4' �M27 1 max 366.535 4 0.65 5 0 1 0 1 0 1 0 1 min - 354.635 5 0.65 2 0 1 0 1 0 1 0 l 1 2 . max 366.535 4 0 1 0 1' 0 1 0 1 0 2 min - 354.635 5 0 1 0 1 0 1 0 1 0 5 3 max 366.535 4 -0.65 5 0 1 0 1 0 1 0 1 min - 354.635 5 -0-65 2 0 1 0 1 0 1 0 1 _ . M28 1 max 366 .5 1E 4 ; , 0.65 . - 5 0 1 0 1 1 0 1 Q; X11 ��xk min -354.635' 5 ., ` 0.65 --- 2 t7 1 0 -.. ( 0 1 . 0 1 f 2, max 366.535 1 4 0 1 0 1 0 11 I a 1 1 0 j 2 krI ' min ' 354.635 ` 5 0 i 1 0 1 - 1 0 a 1 1 ■ 0 i 1 0 i i 3 max 3611535 1 4 -0.65 i 5 0', 1 0 1. 1 0 1 1 0 ,1, min . x'.635: I, 5 l.` -0.65 2 __ 0 10 1 I 0 I ._ 7 _. _ .. _ -_ ., Envelope Member Deflections Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Lty Ratio Lc (n) Liz Ratio Lc (1n) (In) (in) (radians) 1 M1 1 'max 0 1 0 1 0 1 0.001 4 NC NC min 0 1 0 1 0 1 -0.001 5 NC NC 2 max 0.001 5 0.062 5 0.032 5 0.001 4 781.598 5 1460.45 5 min -0.001 4 -0.069 4 -0.034 4 -0.001 5 711.584 4 1374.698 4 3 max 0.001 5 0.002 5 0.001 4 0.001 4 NC NC min - 0.001 4 -0.002 4 - 0.001 5 -0.001 5 NC NC 1 M2 1 max 0 - r .1 . 0 1. _._.1' ,_ 0004 qi; iisirii ai ' ''r:'.' NC' r .. '17;11 m in 0 1 0 1 0 1 0.001 4 g" t+ i NC - 1 1 1 F1 1 110: 2 max 0 4 0.47 5 0.001 4 0.007 5 355:977 r NC min ' 0 5 -0,49: 4 -0.001 5 - -0.007 4 342:899 4 NC 3 , max 0.001 4 0.591 5 0 __ 0.013 5 NC NC ! min - 0.001 5 -0.617 4 0 14 -0.013 4_ NC NC as M3 1 max' 0 1 0 1 0 1 0.017 j 5 NC NC min 0 1 0 1 0 1 -0.017 4 NC NC 2 max 0 1 0.001 4 0.003 5 0.013 5 NC NC I min 0 1 -0.002 5 -0.003 4 -0.014 4 NC NC 3 max 0 1 0 1 0 1 0.01 5 NC NC min 0 1 0 1 0 1 -0-01 4 NC NC M4 1 ,.max � F', 0GOEt , ?, 4' '' 0:591 5 0 5 } 0.013 1 5 "'T..MC` NC - -- I min -0.001. : 5 ' -0.617 4 0 4 0.013 1 4 NC Nc ,, 2 m 0.001 4 0.362 5 0.007 15 0.005 5 948.994 5 8009 5 �, x;.4).001, 5 -0.379 ( 4 -0,008 ' 4 i -0.005 4 892.956 4' 7480.352 ' 4 3 •' 0,002 4 0002 : f 5 0.001 a , s x p 004 4 NC - NC L - - - - - -- - - - -- ---- mm - 0.001 5 -0.002 4 -0.001 ..=fi Y, ,0:1X)4 5 • NCB It I t ° . NC M5 1 max 0.001 5 0.002 5 0.057 5 0.007 4 NC NC min -0.001 4 -0.002 4 -0.06 4 -0.006 5 NC NC 2 max 0.001 5 0.036 5 0.039 4 0.006 4 NC 1 4268.242 4 min -0.001 4 -0.039 4 -0.036 _ 5 -0.006 5 NC 4548.403 5 3 max 0 5 0.069 5 0.123 4 0.006 4 NC NC min 0 4 -0.073 4 -0.116 5 -0.006 5 NC NC M6 1 max 0.002 4 0.001 4 0.001 5 0.004 4 NC NC min -0.002 ' 5 ' -0.001 ' 5 - 0.001 4 -0.004 15 NC NC 2 max 0.002 4 0.02.9 5 0 5 0.005 4 NC NC min -0.002 b5 I . -0.03 4 0 4 - 0.004 5 NC I t NC RISA -3D Version 4.1 [C :\Program Files \RISA \W0517 william sonoma awning small- alt.r3d] Page 25 Oct 20 05 10:21a AG Rol in Cons 5036635647 P.32 I RoIIn Consulting William Sonoma Awnings -14Ft tall October 19, 2005 f Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x Rotate Lc (n) Uy Ratio Lc (n) Liz Ratio Lc (In) In In radians 3 max 0.QQ : :4.... Ai:57: , 0a:s: . Gam t Gas +a E ' l i min 0002' ' 5f €1 4 4a r4 t i 6 0 := - Ea- .' i K m 1+ i . : .�. '.r�rME • 4r7.:r. M7 1 max 0.001 4 0.002 0.001 4 0.00 0 NC N min -0.001 5 -0.002 4 -0.001 5 -0.007 5 NC NC 2 max 0.001 4 0.036 5 0.09 4 0.006 ( 4 NC NC min -0.001 5 -0.038 4 -0.085 5 -0.006 F 5 NC NC 3 max 0.001 4 0.069 5 0.175 4 0.005 1 4 NC NC min 0 5 -0.073 4 -0.165 5 0.005 5 NC NC .. Ms. 1 r% , , . , 0 . � , ,. . ; . . ; , . . : 0 . . . . . . 1 0 - ;.. , .,.. 75 NCB , ' 'NC mire 0 1 O #- 0 1 0 4. NC i NC 2 max 0.001 2 1 0.128 5 0.001 4 ' 0.005 I 5 488.814 5 NC I min 0 3 -0.131 4 -0.001 5 - 0.005 i 4 480.171 4 NC 3 max ! 0.001 2 i 0.002 5 0 5 1 0.009 5 NC NC min -0.001 3 c -0.002 4 0 4 -0.009 4 NC NC j M9 1 max 0 1 1_ 0 1 0 1 0.01 5 NC NC min 0 1 0 1 0 1 -0.01 4 NC NC 2 max 0 1 0.001 ' 4 0.002 5 0.01 5 NC NC min 0 1 -0.001 5 -0.002 4 -0.01 4 NC NC 3 max 0 1 0 1 0 1 0.01 5 NC NC min 0 1 0 1 0 1 -0.01 4 NC NC • M10 1 " max - 0;001 2 0.002 5 0 5 0009 5 ' . NC NC min -0,001 3 -0.002 4 0 __ 4. .. 0.009 ' 4 NC --- ...NC ° '; 2 max , 0.001 2 ' ` 0.197 5 0.007 5 0.003 # 5 584.069 5 9034 537 5 min -0.001 ' 3 -0.206 4 -0.007 4 -0.003 , a 4 - 565.775 4 8530.569 4 3 maxi 0.001 2 I 0.179 - 5 0.001 . 4 ' 0.003 4 NC J . NC min . ;-0,001 , 3. -0.19 4 0 5 -0.003 , 5 NC.._ . To'': Nq.... M11 1 max 0 5 0.069 5 0.123 4 0.006 4 NC NC min 0 4, -0.073 4 -0.116 5 -0.006 5 NC NC 2 max 0 1 0.073 5_ 0.153 4 0.006 , 4 7724.554 , 5 1075.487 4 min 0 1 -0.078 4 -0.144 5 -0.006 5 6971.911 4 1142.617 5 3 max 0 4 0.069 5 0.123 4 ' 0.006 14 NC NC min 0 1 5 -0.073 4 - 0.116 5 - 0.006 t 5 NC NC 1::',..:,-..,19112:: ,1::.:. 0.073 4 ' 0.175 1 4 0 5 i 0.003 4 NC 1 "'' ! NC ,,,;' 'min -0.069 5 . -0.165 j 5 -0.001 4 -0.003 5 NC NC EMI max 0.073 4 0.15 ' 4 0 + 5 . 0.004 4 NC • NC III min i -0.068 5 0.147 5 0 ' 1 4 -0.003 5 NC NC 1 max 0.073 4 0.123 4 0 _1 4 - ' 0.004 4 NC NC min - 0.069 5 i -0.116 5 0 1 5 i -0.004 1 5 ' NC M13 T 1 max 0.001 4 0.069 5 0.175 4 0.005 4 NC NC min 0 -0.073 4 -0.165 5 1 -0.005 5 NC NC 2 max 0 ® 0.073 5 0.202 4 0.005 4 8130.569 1179.905 III min 0 1 -0.078 4 -0.191 5 -0.005 5 7303.648 4 1249.943 5 _ 3 max 0 5 0.069 5 0.175 4 0.005 4 NC NC min - -0.001 4 0.073 _ 4 T -0.165 5 -0.005 0.005 5 NC i NC VOW* 1_ max 0 1 0 1 0 1 0 4 NC 1 NC I , T f i i n 0 . 1 0 i 1 0 ,, 1 . � 0 5' ' NC I NC 2 max_ 0.001 1E1 0.128 5 0.001 5 0.005 4 488.814 5_1_,_ ' NC i min - 0 3 -0.131 4 -0.001 -1- l -0.005 5 480.171 4 NC rmax 4 f �._ 0 0 ' NC '' . T 'min :: -0.001 3 -0.002, 4 0 5 -0.009 5 NC " NC -. M15 1 max 0 1 0 1 I 0 1 0.01 5 NC NC min 0 1 0 - 1 i 0 1 -0.01 4 __ NC NC RISA -30 Version 4.1 [C:\Program Files \RlSA1W0517 william sonoma awning small- alt.r3d] Page 26 Oct 20 05 10:24a AG Rol in Cons 5036635647 p.33 Rolin Consulting William Sonoma Awnings-14Ft tall October 19, 2005 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Liz Ratio Lc _ (In) (In) (In) (radians) _ 2 1 max 0 1 0.001 4 0.003 5 0.013 5 NC NC i 1 min 0 1 -0.002 5 -0.003 4 -0.014 4 NC NC 3 max 0 1 0 1 0 1 0.017 5 NC NC min 0 1 0 1 0 1 -0.017 4 NC NC is Fiwm16 1 artm 0.001 2 0.002 54 0 ' 0:009 4 ! min -0.001 ; 3 0.002 4 I 0 I_ " 5 0.009 5 NC'. s " L. 2 r 0.001 2 0.197 5 0 .007 4 0.003 4 584.069 5 • 0 569: 4;=' ... , 1 min ' . -0.Oa1 3 4.206' 4 -0,007 : 5 - 0:003 ' 5 565.775 4 9034.63 3 max t111i# ;' 2 0:179 . 5 . 0 5 0,t ,, 5'. NC NC J min -0.001: 3 -0.19 � -0.001 ... 4 _ -0: ` 4 NC NC .. M17 1 max 0 4 0.069 5 0.123 4 I 0.006 4 NC NC min 0 5 -0.073 4 -0.116 5 I -0.006 5 NC NC 2 max 0.001 4 0.036 5 0.039 4 0.006 4 NC 4268.242 4 min -0.001 5 -0.039 4 -0.036 5 -0.006 5 NC 4548.403 5 3 max 0.001 4 0.002 5 0.057 5 0.007 4 NC NC min -0.001 5 0.002 4 -0.06 4 -0.006 �5 NC NC i : M18 1 ' NC 0.073' n T 4 0 175 i 4 0.001 : Q 003 1 5: 1 NC NC i min -0:069 5 0.185 5 0 5 . f 2 max 0.073 � 0.15 4 0 4 I 0.003 1 5 NC NC t min -0.069 5 0.141 5 0 5�- 0.004 4 NC _._ NC 3 max J 0.073 4" 1 0.123 4 0 5 0.004 j 5 NC l NC . min -0.069 5,'f ;' -0-116 5 .. 0 4 -0.004 4 NC ' NC M19 1 max 0 5 0.069 5 0.175 4 0.005 4 NC NC min -0.001 4 -0.073 4 -0.165 5 -0.005 5 NC NC 2 max 0.001 5 0.036 5 0.09 4 0.006 4 NC I NC min _ -0.001 4 -0.038 4 -0.085 5 J -0.006 5 NC NC 3 max 0.001 5 0.002 5 0.001 4 0.007 4 NC NC min -0.001 4 -0.002 ' -0.001 5 -0.007 5 NC NC [, - ; , M2t1 1 max ' 0 1 0 1.. 0 _ : - 1, . 11.001 5; NC . NG.. min " 1 0 1 0 t 1 -0.001 4 NC NC , ' • .;' 2 max 0.001 5 1 0.062 5 0.034 , 4 0,001 5 781.598 _ 5 i 1374.698 4 min -0.001 4 j -0.069 4 -0.032 1 5 I -0.001 - 4 711.584 4 i 1460 -45 1 3 max 0.001 5 0 -002 5: i4,001 1 5 1 0,001 5 NC NC min l -0.001 4 -0.00 iti i ' � i � Otl 1 4 -0.001 14 NC NC M21 1 max 0 1 0 1 0 1 0.001 4 NC I NC min 0 1 0 1 0 1 -0.001 5 NC NC 2 max 0 4 0.47 5 0.001 5 0.007 4 355.977 5 ttt, NC min 0 5 -0.49 4 -0.001 4 -0.007 5 342.899 4 NC 3 max 0.001 4 0.591 5 0 4 0.013 4 NC NC min -0.001 5 -0.617 4 0 5 -0.013 5 NC NC l ,.. M22 1 lmax 0.001 4 0.591 5 0 1: 4 ; 0.013 t 4 NC NC min 0.001 5 -0.617 4 0 t 5 -0.013 j 5 m- NC T � NC 1461 : max 0.001 4 0.362 5 0.008 4 0.005 4 948.994 + 5 7480.352 4 Trit ' min ; - 0.001 5 -0.379 -I 4 0.007 5 -0.005 1 5 692.955 4 8009 5 I imax ! 0.002 14 0.002 5 0.001 ! 5 ' 0.004 5 NC NC 'NM!' , min -0.001 5 -0.002 4 -0.001 4. ' -0.004 4 NC NC T j M23 1 max 0.002 4 0.001 4 0.001 4 0.004 1 5 NC NC min _ -0.002 5 -0.001 5 -0.001 _ 5 l -0.004 4 NC 1 NC 2 max 0.002 4 0.029 5 0 4 0.004 5 NC NC min -0.002 5 -0.03 4 ' 0 5 -0.005 4 NC NC 3 max 0.002 4 ' 0.057 5 0.001 5 ' 0.005 5 NC NC min -0.002 5 -0.06 4 -0.001 4 -0.006 4 NC NC - RISA -3D Version 4.1 [C: \Program Files1RISA \W0517 william sonoma awning small- att.r3di Page 27 Oct 20 05 10:26a RG Rol in Cons 5036635647 p.34 Rolin Consulting William Sonoma Awnings -14Ft tat! October 19, 2005 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc x- Rotate Lc (n) Uy Ratio Lc (n) Liz Ratio Lc (In) In) (In) (radians) . IMMININNIMMI 0 5 0228 5" 569 4 0.002 I 4 141: a .,M '56.352 ' irtit► 0 + 4 -0.239 4 -0.545 5 -0, ' 5 134. • Y 58.91 . 5 1 2 max 0 r "I 0.108 5 0, 4 0.001: 4 298.206 I 5 118.897 4 f min 0 4 ,-0.114 14 •0,259 5 -0:1 1 5 288- -627 4 • 124.373 5 3 !max 0 «5; , '0 1 5 0.002 ' 4 • 0,001 5 = _ - - - - NC ' bile'', s lit 0 ' 0001; 4 -0,002 .5 . -0.001 ;. 4 - NC i!, l ` i r M25 1 max 0 0.001 5 0.002 4 0.001 i 5 NC NC , min 0 -0.001 4 -0.002 5 -0.001 4 NC NC 2 max 0 0.027 4 0.066 5 0.001 • 5 1140.967 4 475.576 5 min 0 -0.026 5 -0.069 4 -0.001 4 1172.205 5 454.648 4 3 max 0 0.001 5 0.002 4 0.001 5 NC NC min 0 5 -0.001 4 -0.002 , 5 -0.001 NC I NC ,..6 _ '1 ! 's! maxi 0 .I 0.00 4 ':" 2 4 0.001 x w ' NC NC ; 0 ��1 ; ;i -O.Do1 4 -0:002 ' -5-1-10-.001 , 4 , NC , ' ii rr rt � °' 1! 2 max 0 ; �Gi 0h u l 4, p , :0.10 5 0,271 0.001 4 298.206 5 ^1 ^f8 897 E!:; I min T i' '''' 0.114 4 0259 -0.001 - 5 2831627 4 1 124.373 's r.'. ©jBE 0 , 4 1 0.228 5 0.569 ! 4! 0.002 4 141.059 , 5 56.352;1! min • 0 , 5 - 0.239 F 4 - 0.545 75 ' -0.002 € 5 ; 134.934 14 58.91 '.I.'1.1 ;.;5T M27 1 max 0 1 0 1 0 i 1 0.003 5 NC NC min 0 1 0 1 0 1 -0.004 4 NC l NC 2 max 0.001 5 0 5 0 5 0.003 5 NC NC min -0.001 4 -0.001 4 0 4 _ -0.004 4 NC NC II 3 max 0.002 5 0.001 5 0 5 0.003 5 NC NC min -0.002 4 -0.001 4 0 4 -0.004 4 NC NC R s- V. _t 0 ""Y'_is.li 19 "e : , 1 0 , '1 , ' 0`QC4 '4 r €. • x �r 33 :!': 0 . «S :s 1' ,i' s 1 . 1 0 1 -0:043 5 ; 2` 14y . , '+ 1 max 0.001 5 0 5 0 4 9.004 4 "a,4' `� ,• NC 1'i r =' . ; milt, 7-0.001 4 -0.001 4 0 I 5 -0.003 5 N NC r 3 • "' 0.002 5 0.001 5 0 4 ■ 0.004 4' NO NC min 40.002 ' 4 - 0.00:1 4 0 1 5 i - 0.003 5 I NC iI ,kF l, ikl Envelope Member AISC ASD 9th Code Checks Label Code Chk Loc Sheer Chk Loc Dr Fa Ft Fb y -y Fb z - ASD Eqn. (In) Lc (In) Lc (Ksi) (Ksi) (Ks) (Ks) M1 0.361 48 4 0.005 0 0 4 16.01 30 33 33 I H1-2 M2 i..51'0 ^" „ .- . 1 992 Q r t._ =0 . 4m1 A 39:1`08 Marl .. s :I` s ' « _ a . `'_t`_A :.:. H2,,1 M3 0.1 0 0.098 0 0 4 25 714 30 33 33 H1-2 M ' .,14i14 4 +445 62.308. 0.134' • 62.31 '•:?• :3184 19.108 30 33 HFU r . i i':,. c :: t; M5 0.274 32 4 0.019 0 0 25.714 30 33 33 H2 -1 MB. - ..:121 0 i 4 0.108 0 ...:11.2n ,29.126 30 I 33 . ,,.i ;; i „ ' 4 `' ! M ; M7 0.321 32 ' I 0.037 0 0 0 25.714 30 33 33 H1 -2 °, - :1 .r „1; 62.308 ® 0.091 ' • 52:30: - .3 1 84_" 19.1`08 I 30 ■ � 33 33 . M9 0.011 32 4 0 0 0 4 25.714 30 33 33 H1 -2 fM.)L1a?i' i .. 0 0.115 0 0 ^ - - 30 . ..... ,1' .� 1''' nx - `'1 "..'!d ,7lr' Ifii' M11 0.185 16 I 4 p r 0 0 25 .714 30 33 33 H2 -1 _. 2 ' 79 0 4 0:042 9 • 9 a` . _. M13 0.173 16 ! 4 0 0 0 4 ® 30 33 33 H1 -2 ifillin 0,586 62 308 4 0.418'9 ,ttallsniat 19.10 111i, ME a M:;.33 33 _ H '1 ii:, M15 01 32 4 0.098 32 32 . 25.714 30 33 33 H1-2 i44,0604 0:595 y : 0 4 .5,- a: 0:11.. _ . ;: 0.. 19 ' . °. k r x �� . ,'3' �.. �., 33 , Hi' M17 0.274 0 4 0.019 32 32 4 25.714 30 33 33 H2 -1 RISA -3D Version 4.1 [C: \Program Files\RISA1W0517 william sonoma awning small- alt.r3d1 Page 28 20 05 10:29a AG Rolin Cons 5036635647 p.35 0 • ? 0 ,,,,, Ro lin consulting William Sonoma Awnings-14Ft tall October 19, 2005 Envelope Member AISC ASD 9th Code Checks, (continued) Label Code Chk Loc Shear Chk Loc Dr Fa Ft Fb y-y Fb z-z ASD Eqn. (In) Lc In Lc (Ksi) _1({_si) OW Kai . :f'.. - . : 1 1 4 1 0179 ,?;Z: MI : t 11421 ',:. : ,! S' 4 . 2 ' - 3 . ,111111EENNIEBEEIMON 'i ! :.ol■ M19 0.321 0 13 0.037 4 25.714 30 33 33 H1 111 '2O 0.361 48 ' 11005f .iii!iii!: • 4 .16.01 30 .,; 'Ph!',f.:'1::'' '! M21 0.325 40.992 0.097 0 • 4 19.108 30 33 33 1 hi.i.. 'er... 0448 ,;, 30C ,,Ow: 34. 41'43 .;;;;!: . 'LI' ' ' 30 . '. ,, ' 33 - ' - , - 33 , T 11 !! 7 '1111.24:g.i M23 0.21 0 Ei 0.108 0 0 4 29.126 30 I 33 33 H2 Ilesa wailful; ,2011c i:,_:i!i,32 i 4 :: Ion , .1 ..,, . . 30 M25 0.263 32 Lii 0 32 EMI 15.49 30 33 33 H2-1 .1 )i i '''ZIMENISKIL!'4 04 q: IliD''ql•IIII!' '''' ':" ;4' • ''' MITI Ion .'t : I 3 M27 0.097 12 Li 0 123 2 , 20 484 30 33 33 H1 M28 0.097 12 mom 20.484 :'MWilttt 1:491:44. vt:t:lq43..iiiii;L:::,iik;EM „ . . . . RISA Version 4.1 [C:\Program Files\RISA\W0517 william sonoma awning small-alt.r3d1 Page 29 ;y. .sulbre a .stribr1a 1 ir�esist u aresist PLUS >r GENERIC CLASSIFICATION Solution Dyed Modacrylic. GENERIC CLASSIFICATION Solution Dyed Modacrylic with an acrylic/ • urethane coating. ,n DESCRIPTION Woven fabric made of 100% SEF /PLUS® Self- extinguishing fibers. These ore modacrylic DESCRIPTION Woven fabric made of 100% SEF /PLUS® t• solution dyed fibers with a fluorocarbon finish, Self- extinguishing fibers. These are modacrylic ■ solution dyed fibers with a fluorocarbon finish. WEIGHT Approximately 9.25 oz. per square yard. 314 grams per square meter. WEIGHT Approximately 10.25 oz. per square yard, { WIDTH 60 inches or 152.4 cm. 348 grams per square meter. COLOR Very resistant to ultraviolet rays & color WIDTH 60 inches or 152.4 cm. degradation (see warranty). Most colors tested COLOR Very resistant to ultraviolet rays & color up to 1500 hours in fodeometer with minimal degradation (see warranty). Most colors tested or no change. Fade resistant to most up to 1500 hours in fadeometer with minimal chemicals. or no change. Fade resistant to most DURABILITY / AVERAGE 5 - 10 years. (Depends on climate & proper use chemicals. LIFE SPAN of fabric.) DURABILITY / AVERAGE 5 - 10 years. (Depends on climate & proper use LIFE SPAN of fabric.) SU RFACE Plain weave. Excellent breothability. SURFACE Plain weave. UNDERSIDE Same as top surface, both sides alike. UNDERSIDE Coated with acrylic /urethane. TRANSPARENCY LEVEL Light shades translucent for good illuminated use. ABRASION RESISTANCE Good. TRANSPARENCY LEVEL Light shades translucent for good illuminated use. ABRASION RESISTANCE Good. FLEXIBILITY Excellent in both hot & very cold conditions. ;.• : `, • Will not crack or peel. - FLEXIBILITY Excellent in both hot & very cold conditions. 'F ` " Will not crack or peel. l'' .+j:. FABRIC IDENTIFICATION Contrasting marker yarn in selvage 2 gives positive identification. FABRIC IDENTIFICATION Contrasting marker yam in selvage ' '••t. ' gives positive identification. ti• ,. :. FLAME RESISTANCE (FR) Fabric does not melt drip & is inherently flame - retardant passing the following flame retardant FLAME RESISTANCE (FR) Fabric does not melt drip & is inherently flame ::_-•::•-,;. : requirements: retardant passing the following flame retardant 'fp • California State Fire Marshall Title 19, requirements: Section 1237 Registration #FA- 36801. • California State Fire Marshall Title 19, Section 1237. • NFPA 701 -99 Test Method 2. Registration #FA- 36804. • ASTM E -84 -03 - Values for flame spread • NFPA 701 -99 Test Method 2. . and smoke density are Class A or Type 1 ' - • ASTM E -84 -03 - Values for flame spread building material. and smoke density are Class A or Type 1 . ' • F.A.A. 25.853(a) inferior aircraft textiles building material. and furnishings. • F.A.A. 25.853(a) interior aircraft textiles • FMVSS302: Auto, bus, thin. and furnishings. • CPAt-84: Tent walls and roof. • FMVSS302: Auto, bus, train. • New York Board of Standards 294- 40 -SR. • CPAI -84: Tent walls and roof. • UFAC: Upholstered furniture. Class 1. • New York Board of Standards 294 40 - SR. • NFPA 1975 - Fireman's Station Uniform • UFAC: Upholstered furniture. Class 1. (FTMS No.191, Method 5903). • Outside North Americo - Consult Glen Raven • Outside North America - Consult Glen Raven for Specifications. for Specifications. MILDEW RESISTANT Excellent. Fabric will not support growth of MILDEW RESISTANT Excellent. Fabric will not support growth of mildew. Mildew growing on foreign matter mildew. Mildew growing on foreign matter attached to fabric is easily removed. attached to fabric is easily removed. CHEMICAL RESISTANCE Fabric highly resistant to acids, alkalis, & solvents. CHEMICAL RESISTANCE Fabric highly resistant to acids, alkalis, & solvents. WATER REPELLENCY Excellent. WATER REPELLENCk Superior. OIL RESISTANCE Good. OIL RESISTANCE Good. SEWABILITY Excellent. SEWAB Excellent. HEAT SEALING Can be heat sealed using sealing tape & heat HEAT SEALING Can be heat sealed using sealing tape & heat source such as radio frequency bar type welder. source such as radio frequency bar type welder. SUNBRELLA FIRESIST® & SUNBRELLA FIRESIST® "PLUS" five year limited warranty it This limited warranty is valid only if a copy of the invoice for the item purchased is submitted showing date of original purchase. This limited warranty covers the PLUS fabric becoming unserviceable because of loss of color or strength from normal usage and exposure conditions, including sunlight, mildew and atmospheric GLEN RAVEN' chemicals. Consumer is responsible for normal care and cleaning of the fabric. This warranty covers fabric only. Glen Raven's liability is expressly limited to this warran ty. warranty coverage years 9 This limited warran runs for five rs from the date of original installation. Glen Raven will supply new fabric free to replace the fabric ill. that becomes unserviceable. Call the dealer or retailer from whom you purchased the product, to inspect the claim. They, y, i n turn, will contact the manufacturer u of the item purchased. The manufacturer will then contact Glen Raven and secure replacement fabric for you. V usN Glen Raven Custom Fabrics, LLC 1831 North Park Avenue, Glen Raven, NC 27217 Tel: 336.221 .221 1 Fax: 336.586.1 169 FR04 - 61 8 Glen Raven " ' and Sunbrella Firesiste are registered trademarks of Glen Raven, Inc.