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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:X6.1 ( 4.25 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 />X6.1 : L1=ft v=lbs =plf <br />ft <br /> <br /> <br />Ltotal=ft <br />OVERTURNING <br /> <br />MOT=x 4.25 x 16.0 + 5.03 x 4.25 x 8.00 =k-ft <br />4.25 4.25 <br />ROOF:psf x ft =plf <br />FLOOR:psf x ft =plf h/w=1.88 OK <br />WALL:psf x ft =plf <br />w =plf Vallow=1330 PLF <br />MR=x 4.25 ^2/2 =k-ft USE: <br />TYPE 3D SHEARWALL <br />- 0.42 x =kips <br />kips OK USE:4 x 4 POST w/H.D. <br />4.25 <br />HDU14Tallow=10.83 <br />T= 40.2 1.43 9.33 <br />0.158 1.43 <br />16 8 128 <br />158 <br />0 <br />15 2 30 <br />WALL:X6.1 <br />0.00 <br />Unit load Tributary <br />15 0 <br />40.24 <br /> <br />4.25 <br /> <br /> <br />4.25 <br />SHEARWALL CALCULATIONS-LEVEL 1 <br />5.03 <br />5.03 <br />4.25 5030 1184 <br />117