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ARCHITECT JOB <br />ESTRUCTURA USA, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 25-181 SHEET NO. <br />TAG:X1.1 ( 13.16 ft),X1.2 ( 6.75 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F2=kips Load Comb.:(0.6-.14SDS)D + 0.7 E <br />SDS= 1.29 <br />SHEAR STRESS <br />X1.1 : L1=ft v=lbs =plf <br />X1.2 : L2=ft ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br />height= 8.00 ft <br />MOT=x x 8 = <br /> <br />ROOF:psf x ft =plf h/w= 0.61 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 13.16 ^2/2 =k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />height= 8.00 ft <br />MOT=x x 8 = <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 />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />6.75 19.91 <br /> <br />1012 N KEMP STREET <br />SHEARWALL CALCULATIONS-LEVEL 2 <br />2.67 <br />13.16 2671 134 <br />15 11 169 <br />19.91 <br />Unit load Tributary <br /> <br />19.91 <br />13.16 14.12 <br />WALL:X1.1 <br />2.67 <br />T= 14.12 25.70 0.25 <br />128 <br />297 <br />0.297 25.70 <br />16 8 <br />ST-1 <br />WALL:X1.2 <br />13.16 <br />Tallow=1.03 <br />16 8 128 <br />15 11 169 <br /> <br />19.91 <br />Unit load Tributary <br />7.24 2.67 6.75 <br />ST-1 <br />T= 7.24 6.76 0.65 <br />6.75 <br />Tallow=1.03 <br />0.297 6.76 <br />297 <br />106