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ENGINEERS -NORTHWEST INC. P.S. SHEET OF_ <br />6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 6125104 <br />SEATTLE, WA.98115 <br />' Property of Engineers Norttr.vest, Inc. Seattle - Use by others unlawful ..... <br />JOB # 80069.006 JOB NAME :- Everett Industrial Group - "The news I <br />FOR : - DESIGN of Square Tube Steel (HSS) <br />WALL STRONG BACK LOCATION: <br />Input cells == <br />L-- <br />WALL - — _y <br />HSS. STRONGBACK — <br />OPENING <br />Conn. must occur <br />between 1st conn. <br />above top of door A , <br />floor (60" o/c max.) <br />backs 0 new wall openings, etc. <br />HSS Ton = 18.17 ft <br />---------- <br />113 <br />h7" = 8.00 <br />hI" = 1.00 <br />n h <br />= I W,"= <br />Trial Sq. HSS size = 6X6X114 <br />I PRWIND= <br />28.6 <br />in <br />lRraD= <br />24.90 <br />in. <br />S PRWKD= <br />9.64 <br />in.3 <br />SRraD= <br />5.48 <br />in.' <br />ACTUAL DEFLECTION = <br />1.60 <br />in. <br />ALLOWABLE DEFL.(12HI150) = <br />1.84 <br />in. <br />ROOF( Well support ht. ) <br />H" <br />uRLr= 212 <br />E-t <br />loadin <br />Duration factor = <br />1.00 <br />strength —� <br />wind load = <br />17.70 <br />psf <br />seismic load = <br />17.64 <br />psf <br />lateral design load = <br />17.70 <br />psf <br />T = C = <br />2268 <br /># (conn.just above door) <br />T = C = <br />1732 <br /># (top connection) <br />fill '- <br />13984 <br />( IN WALL HEIGHT W ) <br />MIUI`L = <br />13869 <br />#-ft <br />�TMAX. = <br />2268 <br /># P WALLC1NNS� <br />I V MAX = <br />2437 <br /># a Ts BASE CONN <br />WALL WITH HSS 6X6X1/4 STRONG BACK IS OK FOR LATERAL LOAD SHOWN <br />HSS 6X6X114 weighs 19.02 pit <br />Sbongback <br />Pagel <br />1 /27/2005 <br />STRBACK <br />C' <br />