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SGN2007-00147
Minn ; r W - . V . I .. `GS I C NPrt. .-' LOCATION 45.43769 Lat. - 122.76603 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: 10 %PE in 50 yr 2 %PE in 50 yr PGA 18.75 40.02 0.2 sec SA 44.22 94.71 1.0 sec SA 15.34 33.99 SEISMIC HAZARD: Hazard by Lat/Lon. 2002 &. / z-c:) ) . 7 1-( zf Cs�M • it/ (. 0 14EISH to - Z./ V \(\,/ ocieezdi.A.La / . (90O414= I./U.0 �s� rsN� IL . (52 ((oc)o -tb = X14 httn:// eaint. cr. us >?s.eov /ea- men/c2i- bin/find -11- 2002 - intern- 06.cai 4/17/2007 Project !1.2, r Job No. Client Location l O� /7/ / 'j T — L/ ,---� Designed by Date Page of �J / 6 ' 2 (o STRUCTURAL ENGINEERS Sheet description \1\1111\1i7 AN S I s 1'c (62 )04)0u . /)((.O v - 14.Z11 Psc (Cp' -o" - i � 1 1 L i "a �P��K��L Nlk�tS(S V w w» ' - ilo 7 V5ersh -i tL j 1 - Ii i -�- 1, II II UI cTr 'r l 'r/e1V /lJ V =71'T --3 V" T STRUCTURAL ENGINEERS Sheet No.: ' Project: Hall Corp. Center Sign Engineer: alb Project No.: 17107.02 File: Laterally loaded post foundation.mcd Client: ES &A Date: Subject: Rev.: 0 Laterally loaded post foundation: dguess 3.9•ft (12 ft is maximum) b:= 2 f h := 4.5.ft P:= .770 kips P. h = 3.5ft-kips 400. psf (150pcf *1.33 increase for wind /seismic`2 for displacement increase) Paii_lat ft dguess S1 Pail_lat• 3 S = 520 psf S3 Pall_lat• S3 = 1560 psf 2.34 - P A := A = 1.732ft S 1 b A 4.36 -h1 dnonconstrained 2 • 1 + 1 + A 1 dnonconstrained = 3.9ft V P • h dconstrained ]4.25. dconstrained = 2.2ft S3. b 1 K °7 lO 1 Code Check L Y No Cak 10 .7 .X 90.10 H 5-90 7 50. 75 ®- 0.50 0a5k /ft- Loads LC 1 wind load 1 Results for LC 1, wind load ABHT Structural Engineers April 17, 2007 Drafter 2 1:22 PM Sing Pole Design Sign Pole Design.r2d • AEHT Structural Engineers Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksi ksi Ratio •er 10 ^5 F) (k/ft ^3) (ksi) STL 29000 11154 .3 .65 .49 46 Sections Section Database Material Area SA SA I (90,270) I (0,180) Label Sha•e Label in ^2 0,180 90,270 in ^4 in ^4 SEC1 PIPE 4.0 STL 3.174 1.2 1.2 7.233 7.233 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 0 0 0 N2 I 0 I 9 1 0 Bounda Conditions Joint Label X Translation Y Translation Rotation (k/in) (k/in) (k- ft/rad) N1 Reaction Reaction Reaction . Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N2 SEC1 STL Y 9 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist._ 1 wind None 1 Member Direct Distributed Loads, Category : None, BLC 1 : wind Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) M1 X .085 .085 0 0 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor_ BLC Factor 1 wind load 1 1 1 Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k -ft) 1 I N1 1 -.769 0 3.459 1 Totals: -.769 0 1 COGift): NC NC • Joint Dis • lacements B Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 N1 0 I 0 0 r 1 1 N2 .578 0 - 7.124e -3 RISA -2D Basic Version 5.5 [K: \Projects\2007 \17107.02 \Sign Pole Design.r2d] Page 1 • ' . ABHT Structural Engineers . Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 1 M1 1 0 .769 3.459 I 2 0 .576 1.946 I 13 I 0 .384 .865 I 14 0 .192 I .216 15 0 0 I 0 Member Stresses. By Combination LC Member Label Section Axial Shear Bending top Bending bot (ksi) (ksi) (ksi) (ksi) 1 M1 1 0 .291 - 12.912 12.912 1 2 1 0 .218 -7.263 7.263 3 1 0 J .145 1 -3.228 3.228 4 0 .073 -.807 .807 15 0 0 0 0 . Member Deflections By Combination LC Member Label Section x- Translation y- Translation (n) Lly Ratio 1 M1 ' 1 (in 0 ) (in 0 ) NC 2 0 -.061 1764.445 1 3 0 -.205 526.665 4 0 -.386 279.442 5 0 -.578 186.714 Member AISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message (ft) (ft) 1 M1 .425 0 .016 0 H1 -2 . MemberAISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb Cb Cm (ksi) (ksi) (ksi) 1 M1 19.496 27.6 30.36 1 .85 RISA -2D Basic Version 5.5 [K: \Projects\2007 \17107.02 \Sign Pole Design.r2d] Page 2 (L.s-ri Nut) t4 Qb p p . .. • • . . . ..., , . • • .• HALL • - • ,,N • ' • . ,.„,_ • ,•. ..: - - N. CORPORATE - .7-• • _: r : • CENTER I , • ,; ..._,-----__ _ ., . . • I ., . -.., — ....., . ' ...4",' ,.. ., : ''' ' . AT _SI ,Q r , . . , CORPORATE ) ■•■•■ sirritorm A --; MA CopeA tt„ 1. SCR '..1'- • 50314-217 . ., , .... .., , __ _ ....■ ' ... • , . , ..:. E .-- - . .r. -.. ., , .'' . .....: - : — , r ._ ._ . , • EOM ...")....,a, r MU OLOGY < , ,.. • e • . • , . ,,.. ..• - , ,, 4 ,,:ze , '11, . --- ...... ' 114110 ;.:ZY .— . .,,c■ , . , - • . ' 't,'. 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' :;8 :,, G . 29 1 . 77 11 '.SAC' V .. t \ / Map areas delineated by either gray shading eracr0ae- hatdled ^ . , , 0.651 •. 2 - t� paftem a for reference Only nat most p g ,'1809 � ' . " ar 129 0 ,'.� 'gas . 28 ' R /' \ currentp oope Piease 80n8uttw indicate the apiYO ma 52.07 .1 �s . t ' $ 11 ' t l -z l - \ 4 forma most ourentt andmay rriormatiOn. ',09100, • 61050.1` r ^) ra ;S1wi3it 9 ' ffi s2 , % ` "..'�i.�__.�? >_. tae. S . d] ease ,s1as00 i 7 �" � eov ®O^' •° ' � 10 3 ,a+a50d^ arro. f ^, ' •uts620 ,. - / S\ a a oo "' . 1 ' 1 > c� / j S i () ,' a Z„ .�^�'. '.T8186PO ` S $ A O 2x _ ,31.`, l $\ /i, 92.00. C 'If ' J - C , =:' ` x . ` /,t,�� bj 8.00 • fat - 99 „ � � rce2e.e0w/ `C \ 6 ' -r :.�' �. TIGARD ro� 1 S 1 35DA 1S 1 35DA Pole Sign Attachment Detail Extruded aluminum cabinet frame 2" sq. Aluminum tube 2" x 2" steel angle welded top & bottom to pipe (TYP) �_ 4 1" steel bolts (TYP) : A� ;: >7', `.t i " 04' Steel pipe < ; ' f',4; ,> 4. ; ... :; L'u„ s1a�4:F a ' :