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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:Y3.1 ( 10.41 ft),Y3.2 ( 11.33 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 />Y3.1 : L1=ft v=lbs =plf <br />Y3.2 : 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= 0.77 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 10.41 ^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= 0.71 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 11.33 ^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 />11.33 21.74 <br /> <br />1012 N KEMP STREET <br />SHEARWALL CALCULATIONS-LEVEL 2 <br />2.97 <br />10.41 2967 136 <br />15 2 30 <br />21.74 <br />Unit load Tributary <br /> <br />21.74 <br />10.41 11.37 <br />WALL:Y3.1 <br />2.97 <br />T= 11.37 8.56 0.75 <br />128 <br />158 <br />0.158 8.56 <br />16 8 <br />ST-1 <br />WALL:Y3.2 <br />10.41 <br />Tallow=1.03 <br />16 8 128 <br />15 2 30 <br /> <br />21.74 <br />Unit load Tributary <br />12.37 2.97 11.33 <br />ST-1 <br />T= 12.37 10.14 0.72 <br />11.33 <br />Tallow=1.03 <br />0.158 10.14 <br />158 <br />112