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ARCHITECT JOB <br />ESTRUCTURA USA, INC. <br />1205 Pine Avenue, Suite 201 <br />ENGR. MC Long Beach, CA 90813 JOB NO. SHEET NO. <br />TAG:X4.1 ( 12.00 ft) <br />FORCE: <br />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 />X4.1 : L1=ft v=lbs =plf <br />ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br /> <br />MOT=x 12.00 x 16.0 + 3.80 x 12.00 x 8.00 =k-ft <br />12.00 12.00 <br />ROOF:psf x ft =plf <br />FLOOR:psf x ft =plf h/w=0.67 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=340 PLF <br />MR=x 12.00 ^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 />SHEARWALL CALCULATIONS-LEVEL 1 <br />3.80 <br />3.80 <br />12.00 3800 317 <br />30.40 <br /> <br />12.00 <br /> <br /> <br />12.00 <br />30 <br />15 0 0 <br />WALL:X4.1 <br />0.00 <br />Unit load Tributary <br />15 2 <br />16 8 128 <br />158 <br />T= 30.4 11.38 2.14 <br />0.158 11.38 <br />12.00 <br />HDU2Tallow=3.08 <br />115