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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 />Y3.1 F1=1.75 kips h1=9.50 ft <br />L= 14.25 ft <br />14.25 ft 1.75 kips 9.50 ft <br />SHEAR STRESS <br />1745 lbs <br />14.25 ft <br />OVERTURNING <br />WALL:Y3.1 <br />14.25 ft <br />LEVEL 1 MOT <br />16.58 16.58 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=0.67 <br />Vallow=340 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 />122 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />6 <br />17.46 k-ft <br />4 POST <br />0.63 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