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TYPICAL SHEAR WALL OVERTURN CASES: <br />SHEARLINE:SW3 <br />Dead Load:[(16ft x 34 psf) + (3ft x 18 psf)] =598.0 #/ft Roof Weight:18 psf <br />Seismic Load (595#/ft) (5ft) =2975 lbs Wall Weight:34 psf <br />Plate Height (h): 16 ft <br />S.W. Length (b): 5 ft <br />Uniform Shear:595 #Ht <br />Tributary Width: 3 ft <br />(EQUATION 16-15):IMo = (V h )4(0.6DL)(b (0.5b))) = H-D x b <br />H-D = 8623 lbs <br />TIE DOWN:HDU14 10833 lbs <br />SHEARLINE:SW4 <br />Dead Load:[(16ft x 34 psf) + (3ft x 18 psi)] =598.0 #lit Roof Weight:18 psf <br />Seismic Load (497#/ft) (5ft) =2485 lbs Wall Weight:34 psf <br />Plate Height (h): 16 ft <br />S.W. Length (b): 5 ft <br />Uniform Shear:491 #lit <br />Tributary Width: 3 ft <br />(EQUATION 16-15):IMo =(V h )-((0.6DL)(b (0.5b))) = H-D x b <br />H-D = 7055 lbs <br />TIE DOWN:HDU14 10833 lbs