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JOB      SANCHEZ RESIDENCE <br />ENGR.     EC JOB NO.     24‐101 SHEET NO. <br />TAG:Y3 ( 2.50 ft), ( 0.00 ft)             <br />FORCE: <br />F2=kips h2=8.00 ft <br />F1=kips h1=8.00 ft <br />FTOTAL=kips Load Comb.:(0.6‐.14SDS) D + 0.7 E  <br />SHEAR STRESS <br />Y3 :L1= ft v= lbs = plf   <br />:L2= ft ft <br />        <br />        <br />Ltotal= ft     <br />OVERTURNING <br />       <br />MOT= x 2.50 x 16.0 + 0.94 x 2.50 x 8.00 = k‐ft     <br />2.50 2.50 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=3.20 WSP factor = <br />WALL: psf x ft = plf <br />w = plf Vallow=510 x 0.85 = PLF <br />MR= x 2.50 ^2/2 = k‐ft USE: <br />TYPE 4 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />       <br />MOT= x 0.00 x 16.0 + 0.94 x 0.00 x 8.00 =k‐ft   <br />2.50 2.50 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=########## <br />WALL: psf x ft = plf <br />w = plf Vallow=##########DIV/0!##### ### <br />MR= x 0.00 ^2/2 = k‐ft USE: <br />TYPE ### SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:#### ### POST w/ H.D. <br />0.85 <br />#DIV/0! <br />#DIV/0! <br />434 <br />#DIV/0! <br />#DIV/0! <br />#DIV/0! <br />HDU2 <br />  <br />188 <br />0.00 <br />  <br />0.00 <br />Tallow=#DIV/0! <br />0.188 0.00 <br />T= 0.0 0.00 <br />Tributary <br />15 2 30 <br />15 2 30 <br />0.59 <br />16 8 128 <br />2.89 <br />WALL: <br />0.00 <br />  <br />Unit load <br />15 2 30 <br />2.50 <br />Tallow=3.08 <br />0.188 0.59 <br />T= 7.5 <br />16 8 128 <br />188 <br />WALL:Y3 <br />0.00 <br />15 2 <br />Unit load <br />30 <br />7.50   <br />   <br />Tributary <br />PER SDPWS, SEC. 4.3.4: <br />  <br />2.50   <br />0.00 2.50 <br />  <br />SHEARWALL CALCULATIONS‐LEVEL 1 <br />0.00 <br />0.94 <br />0.94 <br />SEISMIC GOVERNS <br />2.50 937 375