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Specifications "2:0920111-00D.01-1 i 2 l C3 sw SCv s -Fear CONSULTING RECEI17 P 503.222.4453 VLMK ENGINEERS � F503.248.9263 E vlmk @vlmk.com 3933 SW Kelly Avenue • Portland . OR • 97239-4393 106 2 82014 W www.vlmk.com !TI BUILDING TICAND • STRUCTURAL CALCULATIONS for Green wa y Towncenter Signage Design 12180 SW Scholls Ferry Road Tigard, Oregon 97223 for Western Design Group 2300 East Third Loop, Suite 110 Vancouver, Washington 98661 ‘AUCTU,ggl ,-,V PROFFS,s •REG0 j v,9 23,2-�� 11- EXPIRES: 6-30-20t c Prepared By: Ken Rust, PE • VLMK Job Number: 20140386 August 2014 Calculation Sheets: S-1 thru S-18 'Structural Engineering•Civil Engineering•Industriai Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. V L M K CE N G I N E T EI R 5 503.248.9263 Job Greenway Signage Job No. 20140386 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 08/14 www.vlmk.com v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. 5- Wind Loads - Components and Cladding Based on the 2009 International Building Code and ASCE 7-05, 6.4 (Method 1 - Simplified Procedure) '` *;;=t^l Exposure Category [Section 6.5.6.3] • KZt =';;;.a-.: :41i 4-$. 'Topographic Factor[Figure 6-4] I r 1 * € N Importance Factor [Table 6-1] Roof Slope = „tl"iiY 1r', 4 ii,l''Degrees V `y` x.f' , ` Basic Wind Speed 3-Second Gust [Figure 6-1] Effective Area = : ; rr ;!,. ? . r` Span Length x Effective Width (Not Less Than Span Length/3) Per ASCE 7-05, 6.4.2.2 and Figure 6-3 Horizontal Loads Height Adjustment Wall - Interior Zone 4 Wall - End Zone 5 (ft) A (psf) (psf) 15 1.00 13.9 -15.2 13.9 -16.9 20 1.00 13.9 -15.2 13.9 -16.9 25 1.00 13.9 -15.2 13.9 -16.9 30 1.00 13.9 -15.2 13.9 -16.9 35 1.05 14.5 -16.0 14.5 -17.7 40 1.09 15.1 -16.6 15.1 -18.4 45 1.12 15.5 -17.0 15.5 -18.9 50 1.16 16.1 -17.6 16.1 -19.6 55 1.19 16.5 -18.1 16.5 -20.1 60 1.22 16.9 -18.5 16.9 -20.6 Vertical Loads Height Adjustment Roof- Interior Zone 1 Roof- End Zone 2 Roof - Corner Zone 3 (ft) A (psf) (psf) (psf) 15 1.00 5.3 -14.9 5.3 -17.7 5.3 -17.7 20 1.00 5.3 -14.9 5.3 -17.7 5.3 -17.7 25 1.00 5.3 -14.9 5.3 -17.7 5.3 -17.7 30 1.00 5.3 -14.9 5.3 -17.7 5.3 -17.7 35 1.05 5.5 -15.6 5.5 -18.5 5.5 -18.5 . 40 1.09 5.7 -16.2 5.7 -19.2 5.7 -19.2 45 1.12 5.9 -16.7 5.9 -19.8 5.9 -19.8 50 1.16 6.1 -17.3 6.1 -20.5 6.1 -20.5 55 1.19 6.2 -17.7 6.2 -21.0 6.2 -21.0 60 1.22 6.4 -18.2 6.4 -21.5 6.4 -21.5 CONSUNG , Job 6 TT- Si ei K E ATI4MK E N G I N L E T E I R S Client 1-- 0(7 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job No aOiN0eY P 503.222��2..44�453 503.248.9263 Q Date (''/ Sheet No. S r 7411-7.14.1111.4.011.40141r11111 - _ I y . 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I 1 11 i .T ++ t i -I i .-•F... , _I t.----!--- }---I y 1.._ . .4 _ I _4- 4_- -r -... r-L i-! I r _ # � 1 , I t T— fi r—i--- --F- ._,.._.1_4____.. -! - f l + T 4 I - Li*:" t ' T -_ t ' i 'r_ ,.._i ..,<- —* - . I _._.4_._ _._..1 .. ,._r_._!__! .i. ! y '__.}. 1,-._r.. _ I 1..-4_i 1 f r --j ! I im -I ;.: _ •If eil.. .[ a•sa a. .M.yf: ostsa�erwomo:4ia:.. af6,,.� ..4tALs.. .../.41.Ar ar.•w a .s �� ' •5=3 Y 2 x 7 _.iiier m .133 40 4431 „ ' ti � 6 I10* RPP411 11.1 ,.• . r• 7 0 M3 a .s 011/. ... . 4 .s 441 • .l Ill s Envelope Only Solution -C O grA N rimx15 HSS3x3x4 SS3x3x4 41W. 4t. yv 1S WSx15 1 V' V " S —S Y z x Olbift in OK/ 4 , _ , ,,, 4 ,. „. 0. . ,. . , ,, 4,.. 411 I��� i ' 1111,k Nok 9 11111 Loads,BLC 1,Dead Envelope Only Solution r G► z x .14k1 f. . . 921• 0 , :Hp Londe:BLC 2,LMndX Envelops Only Solution y S=} z x ` �v 4111 a 11; o 321• k "a. Loads:BIC 2,WndX Envelope Only Solution mC a& Ip m VAV �W x 1111114 A 1W111 w 11111 I!1111 \_,AW..... Ank ILA w 'man AM, vAAwwwwww wwww ..\\\ \ w w��� quiv A144111444111144441111444111 CA m Global Di'•la Sections for Member 1�:1Y Calcs 5 @ ra :V Y ,.:12:: 14M ,F ti Include Shear Deformation? Yes d •`'. R :c -"., i r"i' s6'? 9:' :T. c, .s.s t. .+ _ .:e:r,.r lr° i D '` r{t'. ... Trans Load Btwn Intersectin•,�W^•�ood Wall? Yes '�_ ! _ Rf n. 10 4 MTr-A 74. .s 'r•-y... ; r �.. .,l:l,k F...,. _s, 1a• '":.8; �rlll�l�sil4` Area Load Mesh in"2 144 •. �c !'• "<"��-� I c. F _ j i,t r r REF!a2i@'.: < -: Mir• i'1'.� Ji I P fl tla-NJ LF ...r1 t rrs. ,�,,,��,ti,P,, �. .. ! ";, • r�°fq�.: ���i� � P-Delta Anal sis Tolerance 0.50% y{� Automatic! Iterate Stiffness for Walls? Yes .'i' rel w:,`Gxa� r , r$R[F .�' � x3 _ ' y,}' q x• 4 r ,..w Mi"a !m r�{lF�'?°iiiii_:+i.' x i.Aa�1.lx�tumi,: V..It s.�i'b�iLF..;.°.r,:.�.G„ k�,�''._� ''''���c ,r ,li'i�l r Fl rl'G�{iS?`�kYSr`'.,.,_`� �GS�` .#xi`unil�•.z."' Gravi Acceleration in/secA2 386.4 gl/L�.R��•��- .:�uN,t-rfi��x�':.k:.A.E � �:yz fir" u.;.frlt`U':I�������.�.�if�.�tiS`t _ ,.,.r.rrx';£:sx=�r3":,..'4.�_..._rr. Ei•ensolution Conyers ence Tol. 1.E- 4 .7 �:� 1n r 1t1Ji 13ipn qµ " ..:��4"c�...rl 1.F� �>, r t.t..� ,��.:.. 5 !Global Member Orientation Plane XZ 1S•4se.k& *- e•' —__._. Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 :ASD Ad =r.r,r:i: Z r s e Jib tI 1 ij"43s°r: v' == c ..a. n -T 'r:•.:.:':b f1iJ�t� ..�^ �:a..=....•.:•:l .,_._.,Ilh. i1�i4F��l� .. �� �sr _y������i-.••, �."s .u_ , IRISAConnection Code AISC 13th 360-05 :ASD :roi�. �,.{, f� ��--yy� u ���°'�t((^'f I I � I'{y {r ry{ F,^J ff r.•? :�B r't —: + °EN(.. ... a rrlitif�1i112 w.�4�k![C�YX.�r �1.111111:t:.: :, 'Wood Code AF&PA NDS-05/08: ASD 14.A-abz1 t r � .; t ii t£ Concrete Code ACI 318-11 � "'i€li?� s •�== ,-.M.�..�.:a �€r� �`+€'riut�ae�==,.,.. - e.. Q Q °i��'y:���tl -_ ':..ir.5.a,.;cS`".�;er" Aluminum Code M ADM 1-05: ASD-Building Number of Shear R-•ions 4 , �.... &i�$.°�.`i[ �- �.tt� r $ } t '.- r ' r e'g°r p�:hGixi a �➢ 1..: -R.. • & • 0�". ,.n'.i�•. - ..�.4 f7o9t:FJr .:?:�r'..3...- lIi!i;i' `N �4"I.r.[{�fi =:1J �n' ari5"n:£ zsl°a�K Sue ti.r Biaxial Column Method Exact Int=•ration kE;'. � - ! ��a,R4 n �#° r:�e ':ar •� .,r k ... .T t;: ^ t- 14 11$N?7gRk i c 7t itha ! Concrete Stress Block Rectan•ular t,:. ... ..i �.� v •na �,xr�: x w,'� :�',� *i�.i'f �"'r StftIIi t q .... ;%'S.,AM. ®' ,.©�."s7Ye...,! 1..:L .--.. !",r1�rrSn,.�Lw: Qrs!.k� •ck x;}.E:.. i~ i 3: 'ap. -,. .a.i..s.:'l� i I�ll3 tt.t: Use Cracked Sections Slab? _ Yes r #§ <irt a '.811111111'11 j il�i �$ � !.�l.°.€��:.�",:c9_. L :. Unused Force Wamin•s? Yes jj .. �i' y�,il :e dE Elo'_.5 ¢ Concrete Rebar Set REBAR SET ASTMA615 . di i t a,b ...'.,I v '�a: ro si, �Ek �z %� ra .:»a.."� Max %o Steel for Column _ 8 RISA-3D Version 12.0.0 [G:\Acad2014\20140386\01 Calcs\Signage.r3d] Page 1 s -lo Global. Continued Seismic Code ASCE 7-10 ret r'gi" iDn.(In). Not Entered '° _4 Add Base Weight? Yes tit Z �_ .-4,1=y '3 T.�65±1.; :.._,,,,,.__.— .41.11y- ;x€;,;,`£k' =R_._:.:.fi • Ct X .02 �T?Z{Sec) �=E�te. :^' X(sec) Not Entered ri R:Z '::'''''• ..`"i 3 . ,_i. ..3 ,,�,R X ,�y,,,. :a + �,,... !li':'11id``� : u�, a t.� - - , c a c]11,40h=' i 1+£.::u. ...,1�#,If 1t�{Ir,,., ,�£._'S, .::+�" wry �:. c i , Ct Exp. X .75 =°`w +F - ss4 <3.t&,. r.>i+fiP.tlM= es g�. ,s..e}'3 ,i a£[ t 1 l� it' i. Sze s ` ,. 1, .- 1,,...a .1.: 3?;'ah' 4,`,,s.,Im ,a,ay ,-... 1 SDS 1 4 !3!.�..,>,1 l iit;j{i+ 3{1 l,!".*+ [ CWAKC I I=. t"c---. 1 11#1i€IIIIIIIFI 11111131 a €i.I•.ti} rt i....',:h,O . ,In,.10,?:, yr _.-_• . . . 1-SII'"a""' . - TL sec 5 3 _ Seismic Detailin• Code ASCE 7-05 p�,......`.� a'in p 1 ey'✓ ;Di��aya, ;�; 3 .-r�+tr { IX'rili .: A+�Pih.. ..F 1t ...u..:....., itt£:... 1: «.t....o .v. ......_.... .,iy .-.... t t 10M X 1 tu..= 1111,,a 'Yin. I , I 1L ,_ x , i I i s,,,i,,,; r I€ ", khoX – - - 1 Hot Rolled Steel Properties Label —E..[ksfl G[kai ► L...II 1E .DensityMt.. Y Id[ks.1J .B!! FOLM__---Rt aax.n 00 MIN. ` • 3. 1 58 1.2•,S ra.. - ,.. 4YY" ilt DW;�p .y" ,., R .> „.•. . .. IIEEIIEIIIVMI 11 i 1 5 A500 Gr.46 i 29000 11154 .3 .65 1 .49 46 1.2 58 1.1 Hot Rolled Steel Section Sets „.- T ..,- D- ign.Jist Material _._.4f§_ a_f3u115__Lk1j 2a_- Ivvjin4]_ I JjinY4i_. ER . i A 1 G Wide Flange!A572 Gr 50 Typlca]�_4, 48 .137 at `l, ,r +I fl`N ,i'.-1:::-:;.;:',; 010I F 4 A;t72� Q'! ; :: a[.a] 444. . 37: • .--m W8x15 B .m !Wide Flan.: A572Gr.50 T •'cal 4.44 3.41 4: '' i l„ `p. �. y ...... r r '11,-50�'Gr.46. .T'.'6',31:s 2:44 0_ .$ -' tY eiet11 Joint Coordinates and Temperatures Label X[n] Y pn] Z[in] Temp[F] Detach From Di,.. '='1g F �.:[.I I 3S.1 N..3 € i9. sl,.,..�i 0 . res.ir'' I.1:7,.:::,:,'r".' ..O,� „... , t 1i qY x '" P[ U , ��1 #I r .47f4r � :I;i 8, V8(J .1 . w _'0/ r.- (p� ,.€..e t; n, I[e��"° rt: x ,-w £:. a ,i ,.{ '14-e-...,,.-,--::' 0 ... 1 - 4--_ 0 ,'£tir i",R .._tit fIri`t,; m t --of 360 ,.,. 1343 . 9 0 r4 ...: _ _ N5 0 - 230 — 4 0 W.... N6 _– 360 2X -.- 4 0 ---.n u 7 f�7 0 230 130 . , Mt . N$ - 134 _ 0 –4 _.... 1 9 N9 45. 230 0 _ 0 110 a N10- 90 I 134 0 1_— 0 „," 90 230 --- 0 - 135 1 134 -,.-. . I 0 4 I N:14 I 270 1_34_ I . 0 0 1 RISA-3D Version 12.0.0 [G:1Acad20 1 412 01 40 3 86101 Calcs\Signage.r3d] Page 2 5-I j Joint Coordinates and Temperatures (Continued) latiel______ X @nj n z_iinj r Temp[Fa Detach From Di... 15 I N15 1 270 230 O !_.._ 0 16 : . 0 N 16 � 225 134 �.nr ._�.�: 0—_ i 17 N 17 225 230 0 0 18 — N 18 180 134 0 • NI19 __ 180 I 230 0 1 _ :� ti}- --~ r� .::: . . ...... :, 41 :I..i` 1 0 0 j �` r1 112 230 0 0 FA ......r„. ,.ill:dtis ;, t=1V- ,.........!,tt 1 13 0 .s ' i, 0 , :4a b x 112 2 30 0 � 3 e. i'Pit of ,.r.s,# ur 230 -13- 0 i it ac <, ” -_. .111111M CM '-- 0 _._. 0 ub:Oc Y hijI uttiri P} M 3l l sli i _ 0. I .. 7 , , • 30 0 1 i ll,��. ti a u«ti •, iii ,fit r[r a ,t "4Z1,,:';:::. ; 43,333333 0 `1; • C1 p� e 198 86 666667 r�yypp��Cggl77t{y,�t��f..^..,r.z.•-�`.'"�'sj,',pg�;�ry*p>��e���M� '....I ". S�S"'.s �� i � -- �.... -. 0 . 3,liidi tMrg�'+-,'.1'..Kiil{` €sffiss5 @ y 4:1T-14- ' �` ,' a.i. , . �<�.. .�.567 0 ;1..;,;73::!):45:i:141_1_2: FM N 3 - - 0 --L _23—_ 3.3,113,3_a_ - 0 --- Joint Boundary Conditions ___ Joint Late) 1 Y_[Ctlnj..__.._..___ LL in , : r-, t;.1 Y_BQt_tc-ft/ra. Z ftit_,[k-fttradj - Footing____._-. R:.-n'., . ..ction �. .�nl . i. i. n. , K K -.,.-.x rT:: � ct r ,yz�:.:,r +1l" fir= 'e: A13'1,4-�nF �' m:.:� ro t p" la:,'= a ii 4 r .......'f r i uii b@ A .�s.!g°s, n =.1 9 u:i z:-.4:::::' i a L 1`�>1_Lm:r • - ...E e e q x_ •, +. R- ti. b_ g t.rir -. i . ,. , a Z p µill!q �a t ' t :r-• e A. , , F °@ fi - 1., 7 ,, �•, R_�- ••, f li, i n'r- F ti^ `�.s., r}'I. :.if I�1J�� � ° _ 4 zsx�.� � iF F^f - _.�P k ,l...., _ aL+Pi! i+! i...:. _,.i ktf . i iC¢ I�,,I`; "£l i ,: e r� a....k,s � r�' Fi.-.- N4 .`.. — Hot Rolled Steel Desian Parameters La.- ___ hipe Length in Lbvv[inj t-tzz[in]_ Lcomp opfi..lcomp bot[i...L-torg r _Kyy__ Kzz C. Fu ti. 1 ► 1 . u t. 1 230 _I - ICI M2 ;,.. 230 __ [ „%,:k.-:_.. 3 M3 High Beam 360 } Lateral I_ • 4 ::.. L M4 High Beam 130 i ! 1 _1 Lateral %5 M5 L� _,.13,9am ,.�360 ..__ - -__ .__Lateral , `rO dd5 r ,k111G ''�7 tatirl.':466::.. - !... � i , 9��4� i � � Lateral 7 wl7 !HSS Slats 96 Lateral . ` M8 ;IHSS Slats' 96 •i Lateral.E I g M9 HSS Slats 96 i i Lateral 16 X110• --`HIa3318ig1 g8 °' `.:' :, 1 Lateral 11 M11 J){$$qL* 96 t Lateral 12 , 'till ; .ILt �3 ��t soa 13 M15 DHSS Slats' 96 _ ,� Lateral ;1k4._.,.�:�1 11.6 High'Bearri l_ 130 -:;I''':' ,.:': 1 : - Lateral. y15 M17 1LQuvB @�Ie��am 1616 __ � Lateral _ iVi.,°F1=, ' tf l l l ti'Ilbarf 33 �. € ;., ...9 l 13g.l Lateral 17 M19 Low B m 6 Lateral ri sri11 C 11Mt 741. -::+]L. 'r i "A WAR: : I __ .. r Y' . - .., i M� � Lateral I 19------M19A _.,NS.S Slats:.... 64 __---------� I i [_.Lateral .. RISA-3D Version 12,0.0 [G:1Acad2014\20140386101 Calcs\Signage.r3d] Page 3 S-(1 Basic Load Cases : I-scri•ti•_ Category X . . 't Y _ -v' Z G .v .;it '•,'u "' tri• t...A _. a- .. - 1 ! -d D -1 in 4 �p�i qI Epp aa: r ,x" ... ..`.P , c E �'r Y°^ 3 Y} Hopi 7. I t` - ' rn�6(; i:, ifint Ii';99N c f�.. i �it -tEe s.i:}.:��5 & ._ _�._.�€. _1N .n �..�.L _.... � -.�. ` 1 � � r 'x'F` � C,lit? �#� ._. ( r. ._�.r. -. ri. f��y.t 6.... ,i!!.*F,E� .l;,..,. �....-Mrr.: f:.. -- . •je I • �I i • Member Distributed Loads (BLC 9 :Dead) i-_ ---__Hurt LJ.8bel !i ; '•i 1Stait Magnilu [lb/f,., End MCI] •_ •4i 2 Start iortjjo.°LII End 1 ocatiortin.%1 pq li Y -30 • 6 e 7' g i:.' S.R n ii i if .`. if `d -r 'YY RR`R �%'-R.q. Member Distributed Loads (BLC 2: WindX) Member Label Direction Start Magnitude[Ib/f._ End Magnitudejlbift.F] Start Location[in.%] End Localon[in%] 1 1 M2 j X 32 32 144 264 2 M19A I X 64 : 64 ,:. 0 ''''''' :1.1a!'''''''.. 0 .--fig' .3 t ---- —Mum . L X i 64 64 0 0--– Member Distributed Loads (BLC 3: Wind2) Member Label Direction Start Magnitudejlb/f._. End Magnitudejl e/ft,F] ,Start Location ' ° En ati °° 1 --- M2 Z 32_ – — -32 144 264 2 M1 t111t ,.z [ - -32 _ 144 264 .._ . - 3 M6 Z 63 -63 a.... 0 4 M7 Z!s=r ,: t ,f • 1 5 _ _MS Z i -63 -63 0 0 L6- M9 Z, i -63 :...r -63 0 : 1 Q `. 7 M1,Q i Z -63 -63 — 0 0 - $ t,lt iiiii0 -' 11+l,f",;y - Z i:.. 68 -63 0 I 9 M15 Z -63_ -63 0 l - 0 Joint Loads and Enforced Displacements(BLC 2 : WindX) Joint Label _ L D.,M _ Direction__. Magnitude[(k,k-ft). (in,rad), (k's"2/i... 4, 1 N6_ L X 1 Z ,,, f N4 L 1 X . f ...• Load Combinations SCE 1 Y D 1� all o F n•r: y. F. • : hQrl3LC K. . SCE 1 w �1 { i, MINI ..,, w Yes ` 1 D_ y '�9.i1MMJ�G SE LSR 0 il'q. .> '-ice'. es cn ion_ �_�Y.1 •YM'® Y I -DL I WI-AEMIIIIMIMIIIIIIIMIIMIIIIMIIIIIMIIIEIIIIIIIII o >zr - Y'.I DL! 1 i -1 M =M irrr El —!„ 111M.I. '�� D4 1 L ' ��NI�MI�IM��=MI� !Ark, � 1 '}��,a..r�s::" ...�. - Ji._'k i.i 1 r, i y�, y �,�.; i R —r'-•. :ti'a is '-'x... 4 i $' ii-, a l,.W „I .i;,14.1.'ti 7'�'-far" i . `�^z i'€i3'�-'P:31zx j t.i:.Ni?F .•T: Immimmlim :_ -ti"j{T� (fffP �}:['� fiyiuiip-•iNttlti#'"Y : 'M _ 1 ', %41:}1 1r,',Tizi'I Elii:N C =. .- Enr Lit :€1 Y 3 ii 9 ASCE 7 (d) Yes y DL i .6 L -1 I I i 1 Envelope Member Section Deflections Member Sec r in LC vin _^ LC i C x Rotate ...LC _ n. L( z-Ratio LC 1 1 M1 1 x0 [-1 . 0 ] 1 Mill I - �.) ,.t3_atlQ i �L 4n)4/ imax C• 2 lm in -1'0.'77'1".1 0 � Lti c _. . t i 1i ; atgi : r. RISA-3D Version 12.0.0 [G:\Acad2014120140386101 Calcs\Signage,r3d] Page 4 5-!3 Envelope Member Section Deflections (Continued) Member Sec x RI L in '1 . :• to . LC ...11. n Liz Rati. 1 3 2 max I n 4 7 2 8 .009_ ; 3 1.758e-3 NC III ■ 1 4 min• -.001_`-: 14!.4:083 2 -.009:1 9 -2.6.:''' !=P :x,:'2878,184 ...; r1a iliki tk'• N . max 0 • I : 009 3 3516e-3I 9 ' N 11 NC i� E" ala F, .,aa !-.002 .I 3 1`I . '.19 I 9 ;4x2. ..0..::•3 1031,E •.... F 1 • Ri• 7 4 max 0 9 '�7 i 4 I _024 9 4.137e-3 • i C i min -.005 3. ri° := .024 I 3 _ e + e. ... 9 5 max 0- 9 .447 4 0 1 4.249e-3 NC 1 NC 9.�i `.. ! 'min -.003 _ 33 -.451 2 0 1 -4.I =31 7 .u,;;:512'' = . NC �� •.: 11 r,12 1 max p 1 0 1 ...._ _0._..__ 1 0 � NC 1 NC , 1 i'1 I 2 mm 0 19 082 4 0 1 0 1 1 NC , 1 12 _ ! sa_x. max! 008 7 I '.788e-3 3 NC 1 Irriin1 -.001 3 I -.072 6 ! 009 5 9 2$99.19 ;'8 ! NC 15 3 max 0 9 i.576e 3:• 224 4 : 006 7 NC 1 NC 1 ''16 -.009 862e-3 9 ' 1038.458 8.-_ NC 1J mini -.003 3 -.215 6 009 ▪ 1 17 4 maxi 1 9 .337 8 .024 9 3.364e-3 3 NC 1 NC 18 it� �e��'--.614 i 3 . .342 2 i -.026`! 3 -2.205e-31 9 673.2 2 , 8785,658 3 . :: 19 ( max 0 9 .445 T8____ _-- ▪ 2.188e-3, 7 NC 11 NC 1 1:120 .` "H - -;I 3.7 .. 1i'n X004 . 3 452 ! 2 1 0 1 7 :-2.299e 31 5 508.471 2 NC 1 maxi 45 5 ; Q:.:. .; _9.708 21 IttI ru 7 ;i;! k'na=! r� .. .004' C J..,,. ,:0 7 9.242e-4 i 3 NC ...,.,f 1 NG ! - 1 22 °.�: :_ R�� . � !nar e. ...445 8 - _ 9 NC �i NC 1 23 -y�� maxi • -.008 9 036 5 9.594e-4 3 NC $ . NC 1 ._ 24 ,: -, AM • 197 3 .035 7 9:244e-4 9 1865.409. 13 NC 1 ,;; • 25 I 3��,max� -. _ 012 7 9.48e-4 9 1135.62 9 NC' 1 � .452 2_ -.01 1 __-9-- 126 a Ait3 i ll f, -r, .451 4- -.008 9 Q.246e 4'. 1 - . � ;! ' '� 1•i�rtn 446 4 321 3 I ._ 27 4 m 3 NC _ 1 axi 131 5� 3 NC 28 min -.446 4 ' -.192 3 121 _3 9.248641_9--I_ 1913,03 3 2746 711 5 5 -• 451 2 0 9 0 1 19.251e-4 - �: _ :947 4 I �--- N C 1 N C 1� I .3r "r'.1 _'ut ,x . ..!`� i .: 1 in -.003 3._. 0 1 _9:25e-49 NC -----1- NC 1 _ max 0 7 D 9 .452 2 2 111c 3 2 NC NC 1 ,1:. iiilli* ;i'.1 Pg.;. ..0',:ia 0 5_____--004_-3 -.445 8 '1.169e-3: 8 NC I I -u max _I i 7 3 - 005 9 .433 2 ? 22 c3' � NC 0 N 1 P1h�i 8 .,:�:. . �-t�::;e 5 01 3 -.427 8 5.06e-4 8 NC -' 1391.409 ! 4 `- ,<< �� 0 7-, •.006 9 354 2 4.696e-4 . ' ira=.-:,..,ii:'I!- 'II' ' n i 0,99. : -.012 3 • -.351 2.695e-5 0 � 9 • NC ! 1 1011.58:: 4 1 4 max -.004 9 202_______L82 '8.836e 4 NC_-- . 1 NC 1 LEM �i61Eii_ in �;, 008 3 2.__ 6 NC 1 1466.6'05 , 4 max 0 1 0 1 Q- , 1 1.491e-3 4 NC 1 NC 1 . �.263e�1 E li; � .i 0 1 0_ 1 I Q_ 1 -1.459e-3T. 6 I NC 1 NC - 1 4 ��i=max . 12 0 9 I 0 9 6 122e-4 ,04,i,;t1, :. ' ;i „I`g "' § 4 1 9 NC I 1 NC 1 _.�. - 00.3 3 003 3 ;�.i25e 4,� 3 _', TClC 1 I NC 1 1 , max 261 2 -.:007 9 03 9 ._6.119e-4 9.... NC 8- NC 5 Rt1J1 -s e ;n , .25 ! 4 -.197 3 -.192 3 -6.121e-4 3 1854,712 1:••.771 I 3 1 A.1 • =Mm .26 -.011 9 017 9 6.116e-4 9 � NC I • NC ._ 9 Ht" y i, t1,: r i .f -.259 _.-. 321 3 i - 214 3 6.117e-4 3 1132.665 1.•4 14 . 3 Il 14 , maxi .26 -.008 9 .125 9'6 112e-4 9 NC 6 NC 6 s U x t nii n -.2 ,• ' , 192__ . :' 3 -.292 '. 3 . ... • 3 .: -6.1138-4 3 1, 1.904,376 I , • max .262 fl 0 9_ 0 1 6.109e-4 NC NC - -_ 1 Pr': :4- i ,,: !-: •_.258 8' -.003 3 : 0- 1 -6.1:tf �1. � NC � 1 �C M� u• �!! mr .0 8 .259 4--_.072 9 2.135e-3 NC "tsf°°i :s'...�F 1:4:;. . 4�3?.-(I i 1.1°16 } -.-It.!'I'. 161 i l __.. NC 1 �,�-�� i � _2 -.261 2 - 3 ;-3.9968.4 ,;;1.}J N C 1 NC 1_2 IrilliMMINEFIE maxi .117 8 . 306 4 .132 9 1.729e-3 NC 1 NC 1 1 tilt u.f6.v 1`t'4 a .}$„rv` .. -. - t ig:+;it i ;tt:z... =~ tce a -.104 ; 2 -.308 2 -.198 3 -4:118e-4 _9 NC , 1 1625917 ' 3 WI .017 , 6 , 352 4 156 9 1 324e-3 3 NC 1 NC 1 k elJ Vi. :104 2 .356 - 2 i .2. , 3 -4.239e-4 9 ! NC FFt� 1 I 1158.4 66 1 - 14,57 4 maxi''''L-:.017 8 I .399 8 I .133 N 9 9.182e 4 3 _ NC 1 i1 ! : , iiiiii 1041' , -.404 2 , _ 154 I 3-i 361e-4 9 ' NC ' 1 1625. 17 9 ,5 , _ RISA-3D Version 12.0.0 [G:\Acad2014\20140386101 Calcs\Signage.r3d] Page 5 ds l4 Envelope Member Section Deflections (Continued) Member Sec 254,01 LC __y_it LC z Liti LC x Rotate„ LC (n)L/y Ratio LC (n)1/z Ratio LC • 1 maxi • 7 18 .445 1 8 1 .076 1 5 5.126e-4 3 NC 1 NC 1 lIM 04 2 _.452 2 1_-.Q73 7 -4:,483&-4 g . NC .._.1-_.i.- NC -0 61 ,i7 Mi=maxi - s17 .259 4 . .03 9 2.0929-3 5 ' NC 1 I NC 1 . PM_ :ih li iiii a f , ` i,.gi :��` g • _ • 2 -.192, _. 3 7 457e-4 .__7 i N C 1 j NC -Ilinit® LI • . 16_ 4 2L'1 1 e_3 I ;,, i'- 11�,�, . _ � e.- 7 h �gie� 2.309 2 _212 3 r9_81+ti-4 7 . . - . � NC i '1 : 1625 917 5 • -INIIIMMT 61• ' .352 4 116 19 1,93-e:-_3_ 5 NC 1 NC 1 n.` �i .a( I ;.n! mpiii e 1 ..'.-::r ,,I , 1.6 ' 3 1.216e` ii1.7.,A IP,: NC;:._ .....1 1158 466 7 7 4 in IMII n •• 1 . I 093 9 1.849e-3 5 1 NC 1 NC 1 . ir"i a _i- �� lad 0 2 1-__-.133 1 3 -1:452e 3l 7 ' NC l i6 17 9 2 ! • • m raril 4 1 • 5_1-787e-31 5 NC 1 1 NC Mill,: 4 ate- ;~ : foi `' G ' *. . . 2 . ;- 5 • 7 1 68 7e-3 J 7 NC NC 1 €t ►I • I ® !1 9 4 NC 1; NC 1 .259 4 I -.013 9 ,9.589& 4 1 1 3a Gl;,,, rgi ilft.= .748 . 3 -.261 112 1 - 198 1 3 '-2.16e-471 6 NC 1 NC 1 7 m - • 9 i .306 4 .048 2332e-41 I u '' 11111 X11 11 -.309 2 206_._1 3 1-1.567e-4f 6 NC 11 162 NC 1 3��{�i �, .� - -- 5.917 7- - 1 9 .352 _ 4 Q 79 3 9.742& 5 1 NC 1 _ MI 111111=1221 , 4 , NC E ` i ,, :111118 1 '6 EW.111 x.288 i 3 -.356 2 ,.04�e 4' 7 4 ® -.01 9 6 NC__. , 1 115$.466 f .399 4 05 9 2-818&-4 4 NC � 1 - ---NC 1 1 • fifi ,i-:,288 ;-3 ! -.404 2 ; -.104 .`. 1,, :812e-5 6 NC 1 1625.917 7 i i 5 max -.01 9 .446- 8 ; 006 17 5.613e-5 4 NC ;min 26 hi 3. 9 NC 1 .452 2 - 00$ 5 , 1.041 e-5 = �1 NC 1 . 81 , M9 max 011 259 4 -.Q17 9 7 237e-4( 4 NC ..1 NC 1 i'"82. J 11,E. a,, i ,.'ii i�til !, - - ��In3 ,.�;321� ..261 2 , 214 + 3 -6.083E-4_ 6 _1 NC 1 1540.528 1 5 2 max :011ft" 30, 4L._.043 9 5441& 4 NC 1 NC 1 F - 84 Imin 321 1U -.309 2_1 ---.217 3 -4.632e-4' 6 NC ; 1 _ 1625,917 1 3 85 3 max! 7.011_ 9 35z . 4 069 9 3.648o-4 4 NC 1- NC _ 1 86 fmi •'n :1 6 3 . 2 -.185 3 3 182e-4' 6 NC 1 _ 1158.466 7 87 4 max 11 E 399 4 .046 9 3 012e-4 5 NC 1 NC 1 88 - mii i,i •, 1.' 4643`.tt a -.105 3 -2.866e-4 7 I NC.__ 1 1 11625.917 i 7 P9 ' 5 max 1 1 • 9 A4. ` 2.934&4 I 5 01 7 9 N C 1 N C 1 rO8 j_m{rt v -.012 i 5 3.173e-4. 3 NC _ 1 NC ' 1 •1 M10 1 max 1I• f 259 1 4 -.003 9 11.343e-31 _ 1 j.:` 1' miii1 L :- 61 1 2 ! .215 3 !-2.035 -31 5 NC _--_1 . NC 1 7 NC 1 NC 1 • i max!-.009 • 0• .057 9 1.469&-3 7 NC -_-_ 1 NC 1 6 - ��+'���min 286 3 �•, � 1 3 -2.e-3 5 NC -: .1 . 1.625.917 ? 3 max 1.1•Y 9 352 4 83 r ;,9 1,898e-3 7 NC 1 NC - 1 xr_�,, �-�-.�� 1 966&-3:: .ii s 3 -.356_ 2 ,�1. ��_3 - -_-� - NC . 1 _ 11 5�4� 3 •7 4 m 00• f .399 4 1 16 ' • 1 1 722e-3 7 1 NC 1 NC , 1 3 -.411'.'':-: 2 1;� •• -�® 111• .446 4 003 5 1.849e-3 7 NC 1 1625.917 NC 1 .=di'4 •i -.4 1 2 ,._,003- 1 -1.896&-3'_5 NC 1 NC f 1 '!' 11 a .111111123 11: r1 • , 4 ! • 1.395e-3 EP:104414, 1i It!._NAM ECM µ � � C 1 • .185 19 1.651e-3 7 ! NC 1 . 1 a _ Z i a 1 7 4.L- 1 1 1.3 -2.728.-3' NC 1 1.62 .917 ' - • 15 -111111.11 1: 1 4 1 1 . • 1.907e-3 NC 1 B!9'�i'51� „ Y G t.!.: •c'P 4 A.E 1 ...6 Lii 4"x1 s..-�„v-q 7 - -_ _1 _1 8. 1 ' 10 - �` -���--� 2 644e 3 5 NC --1 . 1158.466 3 .� 111: .��,,�, �. E ,y�., ,�.����,{{,' ®' }�� � 2.163e-3 f r1}s ilii#`� � gitt4zu�.kiN . d lftl.'Ff .:E L"- � 1' t+ '913'.121111.:: i'• `r('fj1�� �V i.... NC.._... . NC �.G 1625.917 1 .11 1 .! -_ ��� 1.I: .446 4 .131 1 5 2.419e-31 NC 1 7 I NC =al� 1 9 i, ,=.-.451• 1 2 -2.476& 3 : j _ . . _ NC , 1/ maxi 1 © 1 • .26 2 3.033e-3I - NC NC 1 i ..giiu.,,�_i". ,;.,+ a e; ,it i .a' 0: 9: ..115 3- € -.259 1 4 I- 1 NC NC 1.263& 3�- 9 1 -M E max I cA 116 91 .371 2 1 3 7 8 2 e-3! 2 N C 1 NC I 1 �r» ",:i ,,.h: ies e ., e-a:..., il.�„t -.37 L 4 3,131e-3J 8 NC 1 { 2 RISA-3D Version 12.0.0 [G:1Acad2014120140386101 Calcs\Signage.r3d] Page 6 5- 15 Envelope Member Section Deflections (Continued) Member Sec x In] LC v[ J LC z[in] LC Rotate„ LC ,--(n1 Liy Ratio LC L/z Ratio LC__ , N N G ` 1 115 1 �x! 0 ! 7 I -.007 9 ' .37 2 3.5550-3. 2 I NC � 1 � 2 1.116 : :;:, .11,14'IT]'In 0 5 -.015 3 _.369 4 -3.402e-3 8 ' NC 1 i 673.344 1.117 . 4 maxi. . 7 -045 0 .23 2 3-003e-3% L..._ NC i 1 NC 1 Q 1 118 mm 0 5 -141_ 3 -.229 4 -2-933e-3 8 NC 1 980.318 i 2 1' 1 119 5 max 0 , _1, 0 _-_ 1 0 1 2.681e-3 2 NC , 1 • NC _1_ 1120'1 ; i min; 0 1 1 _0 1 0 ._.- 1_._-2.617e_3 8 1 NC 1 1 f NC i 1 121 M15 i 1 max; 01 ' 6 , .258 4 ' 149 9 1.672e-3 9 NC_-. 1 1 i NC 1 1 1 122 ! ii' ._ ,'P' 4 -.262 2 .239x;-3.4990 3 3 1 NC 11 1. NC 1 123 1 ® a .298 6 , _306 4 _9 1.6850-3 g NC _- 1 Ni 124 I �71!`'_r.'d7' _4 =30.9 2 _ . 277 3 1-3.078e-3 3 p 625.917, . I „� y .,® _01• . 1.693e-3 12 � ,353 4 .233 9 9 I O N(� 1126' I 4 -.356 2 279 , 3 -2.657e-3,' 3 I ''`: a 115.' �o IN 1127 1 4 max! .018 16 _4 4 .21 9 _.711 e-3 9 NC NM 128 ' .mirr-102 4 [ -.404 21 -,233 3 1 2..2360 3 3 NC 3 m`: .018 6 .447 4 ,154_ 5 , -725e-3 9 NC 0 N ! 1 ' 1441 130 T !min! -.102 4 -.451 2 _ -.152 3 1-1.8140-31 3 NC _• ; NC ' 1 131 M16 1 Imax 0 3 - 009 9 . .452 2 2011e 3 3 NC 1 NC 1 -132•1 .. .-.�_- Tmin 0 9 -.247 3 1.___:446 8 5.5046-5 j 9 NC : 1_..287.722 ! 2 ;maxi 0 3 .009 9T .338 , 2 1.569e-3I' 3 NC 1 NC 1 "H+�r'„"�'1 I,i:�-; min' 0 9 , -.189 3 .333 ' $ 4 332e-51. 9 NC . 1 384.183 2 ,;, max 0 3 , .007- 9 , .225_ 2 1.357e-3 2 NC 1 . NC -,__1 .4...1, - mm_ 0 9 i .112 2 '-2:3030-41 8 NC -1'.." 577.439 2 .J .129 3 ' - 221 8 4 !max Q 3_,_ -.004 9 ---_ 1.462e-3! 2--- NC _ 1 NC gi g;1 '�t�I r 5 0 li ,€ min, 0 j 9 ! ,465 3 11 8 a9�2e•4 NC 1-� 1157.$881.. 2 • maxi 0 1 1 1- 0 1 1884e-3 NC 1 . NC 1 m(ni---0-- 1 1 • 1 1 A N�..8 N k C {.;: ...1 14 it 1 max ^0 ! 7 - 119 • .1 2 1..974e-3 4 ... NC 1 ►C 1 r ; S-0-2 ,Mai t+{IiH�� a'min -.001__ 1° � ""-.259 3,60'6.24!''''•6!: NC 'I £;:I�" 4 -�maxi 0 - 01 ! • 0. i 1.597e-3 2 NC 1_� N C 1 , {;',[II :u® it 11.-:. 0 _ 4= W : r 79e-4 8 1 NC_ 11- NC_ I 'tit- : 145 max 0 7 -..."• • j 2.251e-3 2 I NC__ 1 NC • 1 u. • _; : ; Ifs:.1u _t, . . I 5 .162-r' :: .1 2'"r4` -9:942ex4._:.8 NC 1� NC . 1 147 4 max 0 7 =.005 1 9 066_. 2.906e-3 2 NC 1 1 NC 1 148 min 0 Si .08_ 3 •>11; 1.. .r,.4 . 2.18604'08 i NC 1 NC 1 49 5 max 0 1 1 I 1 1 3.561e-31 2 NC 1 min 0 1 ' 0 1 0 3:3790 3 $. 1 NC 1 NC 1 1 ' 151 M18 1_ max 0 3 -.009 9 .451 1 2 1.195e-4 ; _ NC , 1 NC ;152 i ;mini 0 __- -268 3 -.446 4-1.62 :-. NC 1 288..049 ' 453 , 2 maxi 0 3 - 009 933 i 301265 9 NC 1 NC 1 ' 154 '! min . 0 f`' -.219 3 .334 4 ;1.1160 3- -3 ' NC _1 385,35 _-- 2 '' 1 3 ,max' 0_ 3 .00$ 9 .224 2 2.477e-4! 6 , NC 1 NC 1 1 irz_ !min 0_ 9 149 3 i -.222 4 -1.034e-3 4 1 NC 1 5..._7471 2_._ max 0 3 -.004 9 I. .111 2 9.9330-4 6 1 NC 0 N 1 • min! 0 T- _9 ' -.076 3 _-ill 1 ; 4 �-1.4240 33Tq N� 1 ` 1168:-567 ' 2 • max 1 0 1 1.739e-3 6 NC ■ 1_1 NC ' s.,.. ,,�� 1 _ -._1� 0 �-- 0-- -1.$130-3' ;4. 1 NC 1 --NC j- 1 '' • max 10.1 7 ._ ,.01 9 1 .2.1 ' 2 1 4:7-4 8 I __N_C 1 NC ` 1 ..1..62 .is;, ufR:'r.1ff rct•R ..r,.:.001 _ 5 .359 1 3 {' _.2 • , 4 1'.7470-3 =-2- ! NC--- 1 i NC 1 ' 2 max' 0 7i -.011 9 ! 198 2 1 068e-4„,_' 7 NC 1 NC 1 gam :4� ��..v:� �;� !0 51-.274 3 1 -195 � $ '-1.112e-31 5 NC:, . .i 1:<:j NC 1 16 r max! 0 7 -.Q1 9 .133 2 1 032e-3 6 NC 1 1 1 NC 1 -068 ' 2_ •,• ,;�_. , Tam:jlrr�,�- 4 .� / : 15 . 186_ 3 131 � 8 -1.8.620-3 ` 4 NC''''_ . 1 NC 167 ® 0 7 -.006 9 2.2220-3 i 6 NC_ 1 NC _-- 1 ' 168 { ,Tr6!;au' n; sif". 0, 5 .095 3 : .066 - 8 2:667e-31 4 j NC 1 NC 1 1.9 5 m a x I 1 Q 1-__. 0-__-_, 1 3.411e-3 6 I NC 1 , NC __. 1 170 1441',: :,. ' i ... ,0` 1 0 1 0 'L.-3:473e-3 4_1__.. NC ' 1:1 NC � .__1 . . RISA-3D Version 12.0.0 [G:1Acad2014\20140386\01 Calcs\Signage.r3d] Page 7 • - 1(p. Envelope Member Section Deflections (Continued) .._. I"i ,- x in LC _y[in] ,LC z[in] LC x Rotate.. L ;,...t.• L R.ti. LC 17; i M 18A 1 M I - m 9 .29 1 4) 7.1,14 •, 5:.086e-3 N...........ill, .. N ' -1 117 : . : :' • - ii'':i r -.ill ! 3 -.291 !, 2'1 -,es '•' ':::§f:.0.:. .7,,,,j. !..4-i-its*T.,:k, ffq!,11;4•.!)t,;9 lItt;i4i!,:::!. !''' ::!::7. ! max - • : 1 • -.003 I 9 5.083e-3 1-milIIIU NC 1 ;1704 .:::::::::::::::-..• , r: :.4,11Eli VrT mut::krisigo.-.hti:itigintralMir--ii7$,owk... r..rerim,:i.,..,,r7.4!!;,.,fa,'Emmy:.:„..;:ty,:,,.:,. 1 1 175 max -.00 111112 .08e- 1 2 N ' L. 1 1 17.11 ;1 111:11:11111711i1111.1111.11:1:1.111111'; ' •;11 7_,i11'-vgi 7'- :!!!..7.V-7!-?,,•- 1:L*4:1,! 3 :tit'64 .... ..........!:F' !!!!.MiliMMS'LL!!!!!NI&i:m.inem 177 I 4 Imaxi - so 9 .266 I 8 I 0 9 5.077e-3 w--mic .1 NC 1 1______'''': :'' Hiiiinl -.0.1igl -. 6: P'.:'!i ir' .002. 3 -5.0256.41132•''.'!'''''''''''','' .':Ifill7''' iqt:: -• 1!-'' 1 . i 179 I max l -.00 9 , .258 8 0 5 5.074e-31 2 1 NC 11 . ; 1 180 .1 ' mint -.0VI''',4_. 3 - 26 '::i;'2 1 0 ' 7 5023e3 8 1 - , NC:': 111::::::' NC 1 : 1'. '4 181 M19A 1 max, -.006 9 386 -.004 9 1 883e-3 NC NC diii ::;!''':.F' 1 •:::-I'min -.011 -a-: --387 'I'll' - 009 i 3 ; 1745e31 :Vilyvli: : - : EN.: N 1 ; 2 maxl -.006 . 9 .404 4 -.003 i 9 1.998e:31 2 I NC 1 :!!!!!!illi!:- - . ::!- 1 - • min 1 -,011 ' 3 - 406 ; 2 i -.006 3 1-11789e-31 8 : 5401.727'; , 2 111 NC 1i111111111;14 185 , ; 3 ,max -.006 9 415 4 - 002 9 1.934e-3 2 NC ' 1 NC ' 1 •..!!i•-i?&!!'',':', '-'•, --- • ' ::: mini -.011 3 -.418 2 -.004 3 j-1.833e-31 8 , 3848.73 2 NC 1 187 , . 1 4 max -.0069 .'t , .416 $ 0 9 1 1.959e-3 2 NC 1 NC 1 •,fattr• - • ..... - - •riiihr _.011 i 1 _.42 2 ; -.002 ; 3 -1.877e-31 8 i 5401.727 ' 6 NC 1 1 Ll 89_ 5 max -.098 9 411 8 0 5 , 1.985e-3i 2 : NC 1 NC 1 1 r 16tP '' I H,:,.:• I m i n -L.:'6111! 3 ! - 41 5 21:110(iiii ±i:7 1-1.921e-3 8 1 NC ..: ;.1 :1 _L NC 1 I Envelope Joint Displacements Joint X[0] LC Y 6111 LC Z[in] LC X Rotation [...LC Y Rotafti 1't ii ., 1 Ni lu. . 1 0 16 0 9 1 0 17 . 7 I 0 FM 0 . 4 L2 1•1!11;1.4:1114i7'11'1;1' 0i;.:;::;1:111:::;:. 4 0 __3_± 0 I 5 0 5 1 • :1:11ti•!''7 0 6 3 N2 max I3, j 2 0 9 0 3 0 3 • 9 0 8 1 4 I min (r 1 8 , 0 a 0 1 9 ; 0 9 ; 0 . t3 3 0 2 5 N3 max._ .26 2 1 0 9 0 I 9 ; 6.122e-4 9 4.167e-3 3 1.631e-3 8 6 i min '; -.259 : 4 1 -,003 I.S '-.003 I 3 -6.1 e-;.: - ; ; - . 7e-3 ; 9 -2.3561e3 2 7 N4 1 max .262 2 I 0 9 0 9 • 09e-, • ; 4.097e-3 9 2.31e-3 4 8 1 min -.258 8 1 -.003 1 3 0 3 11n; VREli;3 6.2e-3 3 '4'il-..; -.3 6 9 I N5 ;max .452 2 0 9 0 5 9.708e-4 3 2.188e-3 ; 1 4.• -3 8 ___ 10 1 t_m_in, -.445 ' 8 ' -.004 1 3 I 0 ; 7 1-9.242e-4; 9 --2.299e.-jr•r:.1;iir,I;;;;T:ii711e-S__ 11 N6 .max .451 . 2 0 9 ; 0 _ _ 5 ; 6. 51e-4 _4.249e-3 5 2.10 e-3 •• 12 1 loin -,447 4 1 -.003 ! 3 : 5 -• :4 • , -416e-3 , 7 -1.212e=;_ ..fit 13 N7 .. 0 2 1 0 7j 0 9 ; 2.5.-4 6.465e-3 2 1.459e- i_H• . 14 .MT).. ':ft. :,E 0 4 1 0 1 5 I 0 1 3 ; 113186 ••••11:11•11, -6.415e-3 8 .-1:491e 15 N8 max I .261 2 .017 8 .072 9 6.121e-4 9 2.1 . ;-; -•.254e-5; 9 16 I min I -.259 ; 4 -.104 2 I -.161 1 3 -6.123e-4 3 -3.996e-41 9 1-2.379e-3 3'171,7: 17 N9 ;max, .452 2 .017 8 .076 5 9.651e-4 3 I 5.126e-4 3 .-8.519e-5 9 18 ; min I -.445 1 8 -.104 ; 2 I -. 173 1 7 -• 43e-4: --4.483e-4J 911111:-:12.3256--31 3 19 I N10 max ,261 2 -.007 9 I .03 9 6.116e-4 IFI 2.092e-3 ! 5 -4.205e-51 9 ; 2.0 I min - 259 4 -.197 3 1 -.192 I 3 -6.121e4 -4A570-41 7 -2.456e31 3 21 e N11 ,max .452 ; 2 -.008 9 , .036 1 5 ; 9.594e-43 1,767e-3 ; 5 -6.759e-5•;4; 9 . 22 ' :Imin ' -.446 1 8 , -.197 3 ' -.I 7 -0.241119 -11487e-3 . 7::!-2,436631. 3 23 , N12 max .261 12 1 - 01 9 -.013 In'll •.117e-4 9 9.589e-4 4 11,182e-4 6 1 24 I.min • -.259 4 I -.288 : 3 7..198 '1 -•.1; ise-4 3 -2_,-16e74 16111i;.;,1.589e-3 4 25 N13 max 452.._ 2 -.01 9 .006 • --4 3 ,..5.613e-5 4_1098e-4 , 6 1 26 }Din;• -A-46 8 ; - 288 i 3 -.008 ' EartiLM,-• 1..641e-5 9 •-'74.591e-__3.r 4 27 N14 r max .262 2 -.008 9 .125 9 6j --• • 1.395e-3 _ 7 2.469e-3 r 3 28 1min -.259 4 -.192 1 3 I -.292 3 .-6.113e-41 3 -2.812e-3 5 '3.56 I 6-5 9 29 i NI .451 2 I -.008 1 • .131 5 9365e-4 3 2.419e-3 L 7 ! 3 _; 30 1 ; I min -.446 '. 4 I -.192' , ,;31: - -.1 1 I 3 -9:2 e-4 9 -2,476e;;;-31-5 14.122e-511 9 1 31 , 1■116 i max .261 2 -.009 __,, 9 - 003 9 ' 6.114e-4 9 1.343e-3 7 I 1.633e-3 I 2 1min , -.259 .1_kJ. -,2.81. 1.: 8-1 -.215 i 3_ '-6.11564' 3 . -2,03.6_ez.3 IL 5 '-1.Q1ae-41 $ RISA-3D Version 12.0.0 [GAAcad2014120140386101 Calcs\Signage.r3d] Page 8 Envelope Joint Displacements (Continued) Joint X['n] LC Y_VC _ LC Z[in] LC X Rotation j...LC Y 'at- i•n [ ..LIZ R ation ..-LC N1 1max 4512 1._-.009 9 .003 , 5, 19.422e-4 3 1_849e-3 7 , 1_633e-3 2 I min ;446 4 .286 3_ .003 , 3 I-9.24.7e-4' 9 1.896e-3 I 5 I-1.012e 4 8 N18 max .261 _ 2 3 9 6.116e-4 9 7.237e-4 i 4 , 8,421e-4 2_., '6' :- 1 min 259 ' 4 .321_ 3 - 214 3 -6.117e-4 3 -6.083e-4r 6 8.165e=4 8_ ' 37 N19 max .452 . 2 -.011 9 .01 1 7 9.48e-4 3 2,984e-4 9 8.421e-4 2 i„. 8 mjn .446 ; 4 -.321 3 -.012 1 5 9.246e-4 9 _1-3.173e-4', 3 -8.166e-4 8 1 39 _ N20 max .149 r 9 6.11e-4 9 J 1.672e-3 j 9 7-3 3 -1_40 min . 258 4__...__ -.102 4 239 3 6.111e-4 3 -3.499e-3 3 ' ,.i .=-4 9 41 N21 max .451 2 .018 5 154. 5 9.308e-4 3 1.725e-3 9 •7e-3 3_� [42 i min ' -,447 14 : -.102 4 . -.152 13 ,,-9.249e-4! _9 -1.814e-3. 3 9992e-5 : 9 1 43 N22 max .261 2 -.008 9 -.005 16.118e-4 9 1.286e-3 5 - 32e-5__ 9 _ 44 ; min '' -.259 14 248 3 -.184 3?1 -6.12e-4 3 -1.788e-41 7 .',i';' .1.;.. -3 ; 3 45 N23 .max .452 2 -.009 9 0 _-. 3 -9.245e-4 9 1.021e-3 4.I 5 ;-5.504e-5 9 i 46! . min -.446 8 -.247 3 ,- 7 -2.041e- 47 N24 max 0 6 0_._ 7 _ 0 5 2.036e-3 3 . 3.444e 3 1 2 1.718e-3 48 � min 0 4 0 5 0 _ 7 _1,422e-4L 9 -3.361e--31 8 1.884e-3 49 ' N25 min .261 4 009 9 - -.005 9 6,114e 4 j_9_ 1.253e-3 7 1.621e-3 2 � 261 2 , -.259 -.288 3,_.4. .2 - -13 _-6.115e-4 t-1.•2 e-3 5 -1..194_e-4. 8.: j Ls1 N26 max .451 2 I - 7 1.62e-3 ! 2 52 r min -.446 4 288_. ' 3 0 13 9 247e-4 9 -1.79e 3 !_ 5 -1.195R-4140 =8 53 : N27 ,max 0 _ 2 I 0 7 e ,. 5 2. 46e- _ 3,397e-3.__ 2 1.813e-3 4 _54 ' min 0 �y 8.1._ 0 5 � ; y_ 7 1.4.x. • 9 ,1-3,391e-3 4 (-1.739e-3 61 1 55 N30 ,max _387 L 2 -.006 9 r 004 9 -• .•73-,- 7 ,I 1.883e-32_ 3.391 Q,$ 1 8 56 ' min -.386 • ' 4 - .'011 ' 3 ' -.009 3 -9,885e-5,`5 1.745e-3 8 3.582e-3 211 57 _N31 ;max .291 2 - 005 9 -.004 • 1 1.4•7e-4 3 5.086e-3 2 6.211e-5 -.29 4 -.007 .248e-5'r 248e-5 i 9 2. i 58 min 29 -_01 � 3.: , -5_Q31e-3 8 `-1.099e-4 2 59 N 32 j max =.26 2 -.005 9 2 3.487e-4 6 6Q min 258 8 1 -.01 1 3 0 i 7__7.263e-5 9 1'-5'023e-3 8 ,-6.811e-4 4 '_ . 61 62 N33 Amax__ .416_- 2 _-.006 9 0 5 -4.138e-5 7 1.985e-3 2 2.849e-4 8_ ! min -.411 8 ' -.011 3 0 . . -- -9.343e-5': 5 -1.921e-3: 8 , -9.27e-4 2 Envelope Joint Reactions Jo:nt X jkj LC Yjk] L k . ,-s L - -LC MZ k-ft LC 1 , N1 'max .861_ 4 3 7 -_00 6 .� _ .061 5 � .003,.,.; 9 4.912 ' 2 min. .608 , 6 ' ' ' i,a, 9 '11 I .055 - _ 3- : N2 max .616 . 8 2.086 3 _- .016 9 i :06 9 .008 •1 2 4 __T: min -.869 2 --- .449 9 -.016 3' '_ 46 _ -.e e 19 -4.926 I 8=- 5 N7 max 228 4 .4 • 5 539 3 0 -- 1 0 1 0 1 6 min .228 2 e`, 1 _r-.. ,. •7 1 -.527_ ' 9 0 1 - 0 1 1 , -0 7 , N24 max 0 4 665 , 5 1.284 7 0 1 0 .-.1__. 0 1 8 _ min �. 0----- 6 359 7 -1 291H.:::-Far�.=5 - 0 __=� ,1 � ", 0 J 1 0 , 1. 9 NG7 max_- 0 8 . .772 , 5 , 1 558 , _.. 7 0 i 0 1 0 10 min - ' 2 '_- -.453 1 1 l -1.575 5 ; . � �';. i �` -- - Q' «31,'x.`, fl 'f: 12 1max 0 : 1 0 1 291 1 7 0 1 r 11 N6 _ - � Q �, 0 1 in 0 1 -.308 3 i �_ 13 N4 max 0 ' 1 --- 0 1 358 3 -_Q - 1 0 1 0 1 14 iee' 0 1 1 ' 0 - 1 - 326 9 Q 1 0 15 Totals: max, .• 4.2.2 . 3 . 3.987 3 i El 16 e. e -1 .41 _-2 9 , ]i __.. - 1---- 2.532 .. -3.987 9 ,._._.. RISA-3D Version 12.0.0 [G: Acad2014\20140386\01 Calcs\Signage.r3d] Page 9 • S-l8 Envelope AISC 14th(360-10):ASD Steel Code Checks Member Shape Code Check Locji... LC Shear LoclinjDir LC Pnclom [k Pnt/ . ,Mayy . L,i_._ .� . .. qn 1 1 M1 W8x15 ! .442 i 0 2 .030 134.1.. 3 •..:• '132.934 6.662 . 21.866 478'"`�I _ 134.1 2 - M2_-- W8x15 _����;�i.���,i4' '.030 , yi3_ 9.689 _132.934! 6-.62 22.17 ..iH1-1a 3 M3 W8x15 .631 360 3 . .021 _ 45 v 3 3 955 132.934 • •62 9 784 411-1a • 4.. x:i.M4 :18x15 : 101 143.3.. 4 .00' . 1 y 2 30.328 132.934 • H1-lb .:: 662 _2 L222�:..� 5 M5 ' W8x15 s , 92 3 48 2 .030 0 z 4 41 729 167.21. 5.693 5:693 1 H1-i 4 ` __M6 'HSS3x3x 3xa ,0091 4g 3 7 ..__M7 HSS3x3x4, .090 48 . 3 .027 0 z 3 40.729 67.21 i 5.693 5.693 1 H1-1. 8 , M8 HSS3x3x4i .090 1 48 3 e t. .. 3 .40.729 67.21 I 5.693 5.693 1 1H1 ' • M9 HSS3x3x4I .089 48 3 OEM e z 3 40.729 67.21 5..• H1-1. 10 _M10 HSS3x3x4F 091 48 9 .020?{ z 1 3__4_0_,7_2_9_E__6_7_,21__ 5.693 5.693 111 u .HSS3x3x41 .089 1 48 3 ,028 0 -z 3 40.729 6721 5.693 5.•• 1 1-1. 132.934 . 4 19.626 662 ;_16:016 �..,H1-1: iEi�:� : � «a :122 ;53.8.. 2 ".014 i' 0 z _1 M1 ,HSS3x3x4 _091 ____ 48 3 _031 0 z 3 40.729 67.21 5.693 5.693__;1 H1-1. 14;; ► • .023 _170-11-.. 3 007 0 ; y 4 30.32$ TAM 132.93n 6.662 20:$51_ ri�,. ;__15 M17 ' W8x15 .035 172.3... 3 .008 1616...1 v 4 19.626 132934 6.662 16.22 16 M1: ? W: 1 :.026 170.4... 3 .007 0 j y 2 30_328 :'1 .:. 6.662- 2$.8.1 ..®' 17 M19 18x15 .039 72.3.. 3 .008 ;161.6..l v , 2 19.626 132.934 .,662 1.6Z__l96 H1 1• 18 _M 18A._1 HSS3x3x4 .010 16. i 2 ..005 '_2 63.571 67.21. ': 5,593 __5.693 -.Hi-f; • M19A ':HSS3x3x4 .04e _ .4 .013 I 4 5 •• . . .693 5.• IMES