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ARCHITECT JOB 754 ET <br />ESTRUCTURA USA, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 21-107 SHEET NO. <br />TAG:Y5.1 ( 11.83 ft) <br />FORCE: <br />F2=kips h2=8.00 ft <br />F1=kips h1=8.00 ft SEISMIC GOVERNS <br />FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E <br />SDS= 1.45 <br />SHEAR STRESS <br />Y5.1 : L1=ft v=lbs =plf <br />ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br /> <br />MOT=x 11.83 x 16.0 + 2.10 x 11.83 x 8.00 =k-ft <br />11.83 11.83 <br />ROOF:psf x ft =plf <br />FLOOR:psf x ft =plf h/w=0.68 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 11.83 ^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 />11.83 <br />HDU2Tallow=2.31 <br />T= 26.9 11.06 1.88 <br />0.158 11.06 <br />16 8 128 <br />158 <br />30 <br />15 0 0 <br />WALL:Y5.1 <br />0.63 <br />Unit load Tributary <br />15 2 <br />26.89 <br /> <br />11.83 <br /> <br /> <br />11.83 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />0.63 <br />2.10 <br />2.73 <br />11.83 2729 231 <br />120