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.. No Warnings <br /> --Extend- Dia Washer Limit <br /> Id Side Part (in) (in) (k ) <br /> 1 Roof 1.25MW 0.250 8.50 1.00 <br /> 2 Roof 1.25MW 0.250 0.50 1.00 <br /> PANEL ZONE LAYOUT: <br /> -Purlin(ft,in)- Panel <br /> --Extend- Zone ---Locate(ft)-- Bay Load Span <br /> Id Side Id Description Start End Id Id Width Thick (ft) <br /> 1 Roof 1 Interior 1.50 17.00 1 1 1.52 0.868 1.52 <br /> 1 Roof 2 Lt edge -1.50 1.50 1 1 1.52 0.060 1.52 <br /> 1 Roof 3 Rt edge 17.00 20.00 1 1 1.52 0.860 1.52 <br /> 2 Roof 1 Interior 3.00 18.58 1 1 1.52 8.060 1.52 <br /> 2 Roof 2 Lt edge 0.00 3.08 1 1 1.52 0.060 1.52 <br /> 2 Roof 3 Rt edge 18.50 21.50 1 1 1.52 0.060 1.52 <br /> PURLIN SCREW CHECK: <br /> Wind Limit(k ) <br /> --Extend- Zone Screw Suction Load Purlin Panel Screw Max <br /> Id Side Id Space (psf ) (k ) Pullout Pullover Tension UC <br /> 1 Roof 1 1.00 18.68 0.03 8.31 0.31 0.27 0.11 <br /> 1 Roof 2 1.00 30.64 0.05 8.31 8.31 8.27 0.17 <br /> 1 Roof 3 1.00 30.64 0.05 8.31 0.31 0.27 0.17 <br /> 2 Roof 1 1.00 18.68 0.03 8.31 9.31 0.27 8.11 <br /> 2 Roof 2 1.00 30.64 0.05 0.31 0.31 0.27 0.17 <br /> 2 Roof 3 1.00 30.64 8.05 0.31 0.31 0.27 0.17 <br /> 2992 Weight Summary 7/27/21 7:30pm <br /> Roof Purlins = 464.40 <br /> Eave Struts = 154.80 <br /> Extension Eave Struts = 123.84 <br /> Roof Bracing = 66.20 <br /> Wind Bents = 1309.96 <br /> Total = 2119.20 <br /> 2992 Warning Summary 7/27/21 7:30pm <br />