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<br />,X.) Shear (Cont.): <br /> <br />Model 1352 <br /> <br />Roof Diaphragm: <br /> <br />Maximum shear at roof/wall interface = 148.6 plf <br /> <br />Capacity of non-blocked sheathing (SHe Table 1710.2A) = 240.0 plf <br /> <br />Capacity of blocked sheathing (diaphragm) = 530.0 plf <br />(15/32" RS. w/ 8d nails at 2-1/2" bndry, 4" edges) <br /> <br />Half Building length = <br /> <br />19.5 ft <br /> <br />Slope of the shear diagram = <br /> <br />7.6 plf / ft <br /> <br />Diaphragm length required to resist shear = <br /> <br />0.0 ft <br /> <br />( Round value up to nearest truss multiple of truss spacing) <br /> <br />Analysis of shear at roof/wall interface: <br /> <br />Location along Distance Shear at <br />building length from endwall (ft) interface (pit) <br />Endwall 0.0 148.6 <br />0.1 * Length 3.9 118.9 <br />0.2 * Length 7.8 89.2 <br />0.3 * Length 11.7 59.4 <br />0.4 * Length 15.6 29.7 <br />Mid-span 19.5 0.0 <br />0.6 * Length 23.4 -29.7 <br />0.7 * Length 27.3 -59.4 <br />0.8 * Length 31.2 -89.2 <br />0.9 * Length 35.1 -118.9 <br />EndwalI 39.0 -148.6 <br /> <br />Page 9 <br /> <br />