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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:Y1.1 (6.58 ft),Y1.2 (7.67 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS :1.16SHEAR STRESS <br />Y1.1 :L1=ft v=lbs =plf <br />Y1.2 :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=1.22 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 6.58 ^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=1.04 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 7.67 ^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 />June 27, 2024 <br />7.67 <br />6 <br />14.25 <br />6.58 <br />0.252 5.46 <br />Unit load <br />15 8 <br />Tallow=3.08 <br />T= <br />15 <br />6.30 0.60 <br />Tallow= <br />16 8 128 <br />86 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />7.36 <br />Y1.2 <br />1.71 7.67 <br />HDU2 <br />214 <br />0.214 6.30 <br />7.36 <br /> <br />0.60 <br />HDU2 <br />16 8 128 <br />252 <br />WALL:Y1.1 <br />1.71 6.58 <br />T=6.3 5.46 <br />124 <br />7.67 14.25 <br /> <br /> 6.3 <br />Tributary <br />14.25 <br /> <br />14.25 <br />SHEARWALL CALCULATIONS <br />1.71 <br />6.58 1710 120 <br />59