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ARCHITECT JOB 1034 W CAMDENPL <br />CASTILLO ENGINEERING, INC. <br />1205 PINE AVE <br />ENGR. MC DATE:LONG BEACH CA JOB NO. 24-462 SHEET NO. <br />TAG:X3.1 ( 8.17 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.16 <br />SHEAR STRESS <br />X3.1 :L1=ft v=lbs =plf <br />:L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.10 ft <br /> <br />MOT=x x 8 =k-ft <br /> <br />ROOF:psf x ft =plf h/w= 0.99 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 340 PLF <br />MR=x 8.17 ^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 />July 17, 2024 <br />8.17 <br />0.235 7.83 <br />Unit load <br />15 7 <br />Tallow=3.08 <br />1.28 <br />HDU2 <br />16 8 130 <br />235 <br />WALL:X3.1 <br />1.71 8.17 <br />T= 13.9 7.83 <br />105 <br />0.00 8.17 <br /> <br /> 13.9 <br />Tributary <br />8.17 <br /> <br />8.17 <br />SHEARWALL CALCULATIONS <br />1.71 <br />8.17 1710 209 <br />58