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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 />Y2.1 F1= 3.07 kips h1= 9.50 ft <br />L= 8.00 ft <br />8.00 ft 3.07 kips 9.50 ft <br />SHEAR STRESS <br />3066 lbs <br />8.00 ft <br />OVERTURNING <br />WALL:Y2.1 <br />8.00 ft <br />LEVEL 1 MOT <br />29.13 29.13 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= 1.19 <br />Vallow= 510 PLF OK ST-4 USE: <br />HDU2 4 x <br />Tallow= 3.08 kips OK ST-6 w/ HDU2 H.D. <br />S/HTT4 <br />383 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />4 <br />12.78 k-ft <br />4 POST <br />2.94 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