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JO/ <br /> TSE Engineering Page: <br /> e------ 1)1-1-0:75(5L 4 WM)) <br /> POST-FRAME BUILDING WITH NO SHEARWALLS <br /> Width = 20 ft. Eave Height= 14 ft. <br /> Length = 36 ft. Roof Rise= 6 in 12 <br /> Wind Pressure = 10 psf <br /> TRANSVERSE DIRECTION <br /> 0.75 Seismic Force= 1114 lbs. Add'I Area? <br /> 0.75 Wind Force= 3240 lbs. 252 <br /> Post Properties: DL+.75SL <br /> # Qty. x(in.) V(in.) Length (ft.) HF Post Axial (lbs.) <br /> Cl 4 5.625 9.625 14 #2 1305 <br /> C2 4 5.625 9.625 14 #2 2610 <br /> C3 1 5.625 7.625 14 #2 1305 . <br /> # I x-x(inA4) k(lbs./in.) Relative Stiffness E Rel.Stiffness. <br /> Cl 418 • 92.12 1 <br /> C2 418 92.12 1.000 <br /> C3 208 45.80 0.497 8.497 <br /> Force per Post: Post CSI's <br /> Z1 = 381 lbs. C1 : 0.919 6 <br /> Z2 = 381 lbs. C2 : 0.986Doe4 ,�-- <br /> NO <br /> Z3 = 190 lbs. C3 : 0.912 <br /> CO C. <br /> LONGITUDINAL DIRECTION <br /> 0.75 Seismic Force= 1000 lbs. Add'I Area? <br /> 0.75 Wind Force= 1425 lbs. 140 <br /> Post Properties: <br /> # Qty. x(in.) y (in.) Length (ft.) <br /> Cl 4 9.625 5.625 14 <br /> C2 4 9.625 5.625 14 <br /> C3 1 7.625 5.625 14 <br /> # I y-y(in^4) k(lbs./in.) Relative Stiffness E Rel.Stiffness. <br /> Cl 143 31.46 1 <br /> C2 143 31.46 1.000 <br /> C3 113 24.92 0.792 8.792 <br /> Force per Post: Post CSI's <br /> Z1 L= 162 lbs. Cl : 0.759 <br /> Z2L= 162 lbs. C2 : 0.950 <br /> Z3L = 128 lbs. C3 : 0.939 <br /> v 9.4.04a-5.23.05 \ <br />