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DATA: <br />SEISMIC GOVERNS <br />(0.6-.14SDS) D + 0.7 E <br />SDS=1.15 <br />TAG:FORCE HEIGHT <br />Y2.1 Y2.2 F1=1.75 kips h1=8.00 ft <br />L= 6.92 ft L= 6.92 ft <br />13.83 ft 1.75 kips 8.00 ft <br />SHEAR STRESS <br />1748 lbs <br />13.83 ft <br />OVERTURNING <br />WALL:Y2.1 <br />6.92 ft <br />LEVEL 1 MOT <br />6.99 6.99 k-ft <br />Uniform Loads <br />Load Unit Load Tributary W <br />(psf)(ft)(plf) <br />ROOF 15 1.33 20 <br />WALL 16 8.00 128 <br />Ξ£w =148 plf USE: <br />DLR=0.44 TYPE:SHEARWALL <br />h/w=1.16 <br />Vallow=340 PLF OK ST-1 USE: <br />HDU2 4 x <br />Tallow=3.08 kips OK ST-2 w/HDU2 H.D. <br />S/LTT20 <br />126 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />6 <br />3.54 k-ft <br />4 POST <br />0.79 kips <br />𝐿 <br />𝑣 =πΉβˆ— 1000 <br />= <br />𝑀𝑂𝑇 =𝐹 βˆ—πΏ <br />πΏβˆ— β„Ž <br />= <br />𝑀𝑅 =(𝛴𝑀 βˆ— (𝐿)) <br />2 = <br />𝑇 =𝑀𝑂𝑇 βˆ’ (𝐷𝐿𝑅 βˆ— 𝑀𝑅) <br />𝐿= <br />37 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024