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DATA: <br />SEISMIC GOVERNS <br />Load Comb.: (0.6-.14SDS) D + 0.7 E <br />SDS=1.16 <br />TAG:FORCE HEIGHT <br />X1.1 F1= 0.35 kips h1= 9.50 ft <br />L= 4.50 ft <br />4.50 ft 0.35 kips 9.50 ft <br />SHEAR STRESS <br />347 lbs <br />4.50 ft <br />OVERTURNING <br />WALL:X1.1 <br />4.50 ft <br />LEVEL 1 MOT <br />3.29 3.29 k-ft <br />Uniform Loads <br />Load Unit Load Tributary W <br />(psf)(ft)(plf) <br />ROOF 15 16.50 248 <br />WALL 16 9.50 152 <br />Σw =400 plf USE: <br />DLR=0.44 TYPE: SHEARWALL <br />h/w= 2.11 1.25-0.125h/b= 0.99 <br />Vallow= 335 PLF OK ST-1 USE: <br />HDU2 4 x <br />Tallow= 3.08 kips OK ST-1 w/ HDU2 H.D. <br />S/LTT20 <br />77 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />6 <br />4.04 k-ft <br />4 POST <br />0.34 kips <br />் ் = ் ் = ℎ் ் = <br />=் ் ∗ 1000 <br />் ் <br />== <br />= ∗ <br />் ் <br />∗ ℎ <br />= <br />= <br />( ∗ ( ) ) <br />2 = <br />= <br />− ( ∗ ) <br />= <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025