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ARCHITECT JOB CAMDEN <br />CASTILLO ENGINEERING, INC. <br />1147 MARKET ST. LONG BEACH CA 90805 <br />ENGR. MC DATE:JOB NO 24-462 SHEET NO. <br />TAG:X2.1 (6.75 ft),X2.2 (6.75 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS :1.16SHEAR STRESS <br />X2.1 :L1=ft v=lbs =plf <br />X2.2 :L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height=8.00 ft <br /> <br />MOT=x x 8 =k-ft <br /> <br />ROOF:psf x ft =plf h/w=1.19 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 6.75 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />-0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height=8.00 ft <br />MOT=x x 8 =k-ft <br /> <br />ROOF:psf x ft =plf h/w=1.19 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 6.75 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />-0.44 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br /> <br />13.50 <br />SHEARWALL CALCULATIONS <br />1.60 <br />6.75 1600 119 <br />87 <br />6.75 13.50 <br /> <br /> 6.4 <br />Tributary <br />13.50 <br />WALL:X2.1 <br />1.60 6.75 <br />T=6.4 4.91 0.63 <br />HDU2 <br />16 8 128 <br />215 <br />X2.2 <br />1.60 6.75 <br />HDU2 <br />215 <br />0.215 4.91 <br />6.40 <br /> <br />Tallow= <br />16 8 128 <br />87 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />6.40 <br />Tallow=3.08 <br />T= <br />15 <br />4.91 0.63 <br />June 27, 2024 <br />6.75 <br />6 <br />13.50 <br />6.75 <br />0.215 4.91 <br />Unit load <br />15 6 <br />57