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TYPICAL SHEAR WALL OVERTURN CASES: <br />SHEARLINE:SW_T3 (@ TOWER) <br />Dead Load:[(8ft x 34 psO + (3ft x 24 psf)] =344.0 #/ft Roof Weight:24 psf <br />Seismic Load (112#/ft) (20ft) =2240 lbs Wall Weight:34 psf <br />Plate Height (h): 8 ft <br />S.W. Length (b): 20 ft <br />Uniform Shear:112 #/ft <br />Tributary Width: 3 ft <br />(EQUATION 16-15): <br />TIE DOWN: <br />SEISMIC BM CALC: <br />IMo =(V h )-((0.6DL)(b (0.5b))) = H-D x b <br />-H-D.= 1168 lbs <br />NOT REQUIRED <br />IMo=(Vh) <br />H-D = 896 lbs <br />SHEARLINE:SW_T4 (@ TOWER) <br />Dead Load:[(8ft x 34 psf) + (3ft x 24 psf)] =344.0 #lit Roof Weight:24 psf <br />Seismic Load (112#/ft) (20ft) =2240 lbs Wall Weight:34 psf <br />Plate Height (h): 8 ft· <br />S.W. Length (b): 20 ft <br />Uniform Shear:112 #/ft <br />Tributary Width: 3 ft <br />(EQUATION 16-15): <br />TIE DOWN: <br />SEISMIC BM CALC: <br />IMo =(Vh)-((0.6DL)(b (0.5b))) = H-D x b <br />-H-D = 1168 lbs <br />NOT REQUIRED <br />IMo=(Vh) <br />H-D = 896 lbs