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KEYPLAN TAG:X1.1 (14.83 ft), <br />FORCE: <br />SEISMIC GOVERNS <br />=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.170 <br />SHEAR STRESS <br />X1.1 :L1=ft v=lbs =plf <br />ft <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />OK <br />USE: <br />TYPE 6 SHEARWALL <br />-0.44 x =kips <br />kips OK 4x 4 POST w/H.D. <br />SHEARWALL CALCULATIONS <br />301 <br />0.00 <br />14.83 <br />HDU2 <br />1.77 <br />X1.1 <br />14.83 120 <br />14.83 <br />1775 <br />T= <br />Tallow= <br />14.2 <br />0.00 <br />WALL: <br />0.301 <br />16 <br />1.77 <br />15 <br />Unit load <br />33.06 <br />33.06 <br />8.00 <br />14.83 <br />14.2 <br />11.50 <br />Tributary <br />173 <br />128 <br />14.83 <br />14.83 <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />816 N Towner St #2 <br />9/23/2024