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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:X2.1 ( 5.16 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 />X2.1 : L1=ft v=lbs =plf <br />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= 1.55 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=665 PLF <br />MR=x 5.16 ^2/2 =k-ft USE: <br />TYPE 3 SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />5.16 <br /> <br />1012 N KEMP STREET <br />SHEARWALL CALCULATIONS-LEVEL 2 <br />2.77 <br />5.16 2768 537 <br />15 11 169 <br />5.16 <br />Unit load Tributary <br /> <br />5.16 <br />5.16 22.15 <br />WALL:X2.1 <br />2.77 <br />T= 22.15 3.95 3.97 <br />128 <br />297 <br />0.297 3.95 <br />16 8 <br />ST-6 <br />5.16 <br />Tallow=4.87 <br />107