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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 />Y1.1 F1=4.04 kips h1=9.50 ft <br />L= 12.00 ft <br />12.00 ft 4.04 kips 9.50 ft <br />SHEAR STRESS <br />4040 lbs <br />12.00 ft <br />OVERTURNING <br />WALL:Y1.1 <br />12.00 ft <br />LEVEL 1 MOT <br />38.38 38.38 k-ft <br />Uniform Loads <br />Load Unit Load Tributary W <br />(psf) (ft) (plf) <br />ROOF 15 1.33 20 <br />WALL 16 9.50 152 <br />Ξ£w =172 plf USE: <br />DLR=0.44 TYPE:SHEARWALL <br />h/w=0.79 <br />Vallow=340 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 />337 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />6 <br />12.38 k-ft <br />4 POST <br />2.75 kips <br />𝐿=𝐹=β„Ž= <br />𝑣=πΉβˆ— 1000 <br />𝐿== <br />𝑀𝑂𝑇=πΉβˆ—πΏ <br />πΏβˆ— β„Ž <br />𝐿= <br />𝑀𝑅=(π›΄π‘€βˆ— (𝐿)) <br />2 = <br />𝑇=π‘€π‘‚π‘‡βˆ’ (π·πΏπ‘…βˆ—π‘€π‘…) <br />𝐿= <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025