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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 />X2.1 F1=1.86 kips h1=8.00 ft <br />L= 20.00 ft <br />20.00 ft 1.86 kips 8.00 ft <br />SHEAR STRESS <br />1857 lbs <br />20.00 ft <br />OVERTURNING <br />WALL:X2.1 <br />20.00 ft <br />LEVEL 1 MOT <br />14.86 14.86 k-ft <br />Uniform Loads <br />Load Unit Load Tributary W <br />(psf)(ft)(plf) <br />ROOF 15 10.63 159 <br />WALL 16 8.00 128 <br />Ξ£w =287 plf USE: <br />DLR=0.44 TYPE:SHEARWALL <br />h/w=0.40 <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 />NO <br />93 plf <br />SHEARWALL CALCULATIONS <br />LEVEL 1 <br />6 <br />57.48 k-ft <br />4 POST <br />0.00 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 />34 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024