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JOB      <br />ENGR.     EC JOB NO.     24‐101 SHEET NO. <br />TAG:X1 ( 8.00 ft),X2 ( 8.00 ft)              <br />FORCE: <br />SEISMIC GOVERNS <br />F2= kips Load Comb.(0.6‐.14SDS)D + 0.7 E  <br />SHEAR STRESS <br />X1 :L1= ft v= lbs = plf     <br />X2 :L2= ft ft <br />         <br />          <br />Ltotal= ft         <br />OVERTURNING <br />height= 8.00 ft <br />MOT= x x 8 = k‐ft           <br />  <br />ROOF: psf x ft = plf h/w= 1.00 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 8.00 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />height= 8.00 ft <br />MOT= x x 8 = k‐ft      <br />ROOF: psf x ft = plf h/w= 1.00 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 8.00 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D.MST48 <br />T= 5.96 5.06 0.46 <br />8.00 <br />Tallow=3.21 <br />1.49 8.00 <br />158 <br />  <br />16.00   <br />Unit load Tributary <br />5.96     <br />15 2 30 <br />  <br />0.158 5.06 <br />16 8 128 <br />MST48 <br />WALL:X2 <br />8.00 <br />Tallow=3.21 <br />5.06 0.46 <br />128 <br />158 <br />0.158 5.06 <br />16 8 <br />WALL:X1 <br />1.49 <br />T= 6.0 <br />Tributary   <br />  <br />16.00 <br />8.00 6.0 <br />8.00 16.00 <br />  <br />SANCHEZ RESIDENCE <br />SHEARWALL CALCULATIONS‐LEVEL 2 <br />1.49 <br />8.00 1491 93 <br />15 2 30 <br />16.00 <br />Unit load