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KEYPLAN TAG:Y1.1 (8.17 ft), <br />FORCE: <br />SEISMIC GOVERNS <br />=kips Load Comb. :(0.6-.14SDS) D + E <br />SDS :1.170 <br />SHEAR STRESS <br />Y1.1 :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 />190 <br />1.48 <br />8.17 <br />HDU2 <br />1.86 <br />Y1.1 <br />8.17 228 <br />8.17 <br />1862 <br />T= <br />Tallow= <br />14.9 <br />3.08 <br />WALL: <br />0.190 <br />16 <br />1.86 <br />15 <br />Unit load <br />6.35 <br />6.35 <br />8.00 <br />8.17 <br />14.9 <br />4.16 <br />Tributary <br />62 <br />128 <br />8.17 <br />8.17 <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />816 N Towner St #2 <br />9/23/2024