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ARCHITECT JOB 1511 S ADAMS ST <br />CASTILLO ENGINEERING, INC. <br />1147 E. Market Street <br />ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO. <br />TAG:Y2.1 ( 4.93 ft),( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.22 <br />SHEAR STRESS <br />Y2.1 :L1= ft v= lbs = plf <br />:L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 9.08 ft <br /> <br />MOT=x x 9 =k-f <br /> <br />ROOF:psf x ft =plf h/w= 1.84 OK <br />WALL:psf x ft =plf <br />w =plf Vallow= 510 PLF <br />MR=x 4.93 ^2/2 =k-ft USE: <br />TYPE 4 SHEARWALL <br />- 0.43 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br /> <br />4.93 <br />SHEARWALL CALCULATIONS <br />1.78 <br />4.93 1780 361 <br />30 <br />0.00 4.93 <br /> <br /> 16.2 <br />Tributary <br />4.93 <br />WALL:Y2.1 <br />1.78 4.93 <br />T= 16.2 2.13 3.09 <br />HDU4 <br />16 9 145 <br />175 <br />Tallow=3.42 <br />February 7, 2025 <br />4.93 <br />0.175 2.13 <br />Unit load <br />15 2 <br />39