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<br />""OlEe T NO'1 <br /> <br />'HE,I:: T ""0. <br /> <br />~ Shellleld & Schorn LId. S"velv,"' Eng;nee" <br /> <br />~).,- ~/2. <br /> <br />OE~ICN' 0" T I:: <br /> <br />q/61f6 <br /> <br />ponTION or. ,TnUCTunE. <br /> <br />SLOG 42-12 @12'-Oc/c <br /> <br />CHt':.CKEO <br /> <br />OA'TE <br /> <br />26" u/u TAU55 <br /> <br />LL 30 PSF CODE: 1994 SBCCI <br />WIND 28 PSF SEISMIC Av = .05, Aa = .05 <br />DL 5PSF <br />TOP CHORD I kI Cr Tr <br /> C= 21.44 [21]( 8) 2.0 2.0 2L's 112 x 112 X 316 23.4 28.0 <br />7-28 T= 17.95 [28]( 7 ) <br />BOTTOM CHORD <br /> C= 20.76 [59]( 7 ) 2.0 2.0 2L's 1\x 1\ x 316 23.4 28.0 <br />40-59 C= 13.69 [58]( 7) <br /> T= 18.50 [52]( 8 ) 4.0 4.0 Py 22.0 <br /> <br />INSIDE LEG <br />C= <br />35-39 C = <br />60-64 T = <br /> <br />26.40 <br />24.75 <br />28.01 <br /> <br />[60]( 7) <br />[61] (7) <br />[39]( 9 ) <br /> <br />2.0 2.0 <br /> <br />2L's <br /> <br />134X 134X3'6 <br /> <br />28.7 <br /> <br />32.7 <br /> <br />4.0 4.0 <br /> <br />Py <br /> <br />27.0 <br /> <br />OUTSIDE LEG <br />1-6 C= <br />29-34 T = <br /> <br />19.96 <br />17.54 <br /> <br />[6](9 ) <br />[29]( 7 ) <br /> <br />2.0 2.0 <br /> <br />2L's <br /> <br />1'2 X 1'2 X 3'6 <br /> <br />23.4 <br /> <br />28.0 <br /> <br />DIAGONALS : <br /> <br />See Computer Design <br /> <br />WIND BRACING <br /> <br />p= 28 pst <br />A = 163 sq. ft. <br />X= 45. <br />T = 5.2 k <br />V = 3.7 k <br />SHEAR = 3.7 k <br /> <br />W = 0.8 x 28-.= 22.4 pst <br />H = 3.7 k <br />PIPURLlNS = 332 #/EA <br />Use 5/8 . <2> solid <br /> <br /> <br />~ <br />./~ <br /><9~ <br />.~.I. <br />