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TSE Enginee�-�ng <br />SHEARWALL DEFLECTION OF POST-FRAME BUILDING <br />Sidewall <br />Inout: <br />A = 19.25 inZ <br />L = 36 ft. <br />E= 7.3 x 10° psi <br />en = 0.02 in. <br />G= 11 x 106 psi <br />H = 10 ft. <br />t = 0.0135 in. <br />v (sidewau) = 52 plf <br />Endwall <br />InpUt: <br />A = 19.25 in2 <br />b inv � = 25 ft. <br />E = 1.3 x '106 psi <br />e� = 0.02 in. <br />G= 11 x108psi <br />H = 10 ft. <br />t = 0.0135 in. <br />v �endwalp = 68 plf <br />Results: <br />8 v H� = 0.000 in. <br />EAL <br />v H = 0.004 in. <br />Gt <br />0.75 H e� = 0.150 in. <br />E = 0.154 in. <br />it85U1�5: <br />8 v H' = 0.001 in. <br />EAb <br />v H = 0.005 in. <br />Gt <br />0.75 H e� = 0.150 in. <br />E = 0.155 in. <br />.� <br />..,. �� <br />Job ID: <br />Wilson <br />