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TSE Engineering Pagg <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 /> Seismic Force= 1485 lbs. Add'IArea? <br /> Wind Force= 4320 lbs. 252 <br /> . Post Properties: Dead Load <br /> # Qty. x(in.) y (in.) Length (ft.) HF Post Axial (lbs.) <br /> Cl 4 5.625 11.625 14 #2 180 <br /> C2 4 5.625 11.625 14 #2 360 <br /> C3 1 5.625 5.625 14 #2 180 <br /> # I x-x(inA4) k(lbs./in.) Relative Stiffness E Rel.Stiffness. <br /> Cl 736 162.30 1 <br /> C2 736 162.30 1.000 <br /> C3 83 18.39 0.113 8.113 <br /> Force per Post: Post CSI's <br /> Z1 = 532 lbs. Cl : 0.831 <br /> . Z2 = 532 lbs. C2 : 0.835 C <br /> Z3 = 60 lbs. C3 : 0.487 <br /> LONGITUDINAL DIRECTION <br /> Seismic Force= 1333 lbs. Add'I Area? <br /> Wind Force= 1900 lbs. 140 <br /> Post Properties: <br /> # Qty. x (in.) y (in.) Length (ft.) <br /> Cl 4 11.625 5.625 14 <br /> C2 4 11.625 5.625 14 <br /> C3 1 5.625 5.625 14 <br /> # I v-v(in"4) k (lbs./in.) Relative Stiffness E Rel.Stiffness. <br /> Cl 172 38.00 1 <br /> , C2 172 38.00 1.000 <br /> C3 83 18.39 0.484 8.484 <br /> Force per Post: Post CSI's <br /> Z1 L= 224 lbs. Cl : 0.726 <br /> Z2L = 224 lbs. C2 : 0.742 <br /> Z3L = 108 lbs. C3 : 0.874 <br /> v 9.4.04a-5.23.05 <br /> i 13/'2\' <br />