Laserfiche WebLink
JOB MARQUEZ RESIDENCE <br />ENGR. EC DATE:JOB NO. 24-351 SHEET NO. <br />TAG:X4 ( 3.25 ft),X5 ( 4.00 ft),X6 ( 3.50 ft),0.00 ( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1= kips Load Comb. :(0.6-.14SDS) D + E <br />SDS : 1.02 <br />SHEAR STRESS <br />X4 :L1= ft v= lbs = plf <br />X5 :L2= ft ft <br />X6 : L3= ft <br />0.00 : L4= ft <br />Ltotal= ft <br />OVERTURNING <br />height= 10.00 ft <br />MOT= x x 10 = k-ft <br />ROOF: psf x ft = plf h/w= 3.08 WSP Factor=0.87 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.87 = PLF <br />MR= x 3.25 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />height= 10.00 ft <br />MOT= x x 10 = k-ft <br />ROOF: psf x ft = plf h/w= 2.50 WSP Factor= 0.94 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.94 = PLF <br />MR= x 4.00 ^2/2 = k-ft USE: <br />TYPE 6 SHEARWALL <br />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />T= <br />Tallow=3.08 <br />WALL:X5 <br />1.20 <br />160 <br />1 <br />Unit load Tributary <br />4.45 <br />4.00 <br />10 <br />16 <br />15 <br />10 <br />4.00 <br />1.36 <br />0.90 <br />0.90 <br />10 <br />3.6 <br /> <br /> <br />10 <br />160 <br />10.75 <br />T= <br />Tallow= <br />3.6 <br />3.08 <br />WALL: <br />0.170 <br />16 <br />1.20 <br />3.25 <br />3.25 <br />0.964.45 1.36 <br />SHEARWALL CALCULATIONS <br /> <br />1197 <br />0.170 <br />10.75 <br />X4 <br />0.99 <br />3.25 <br />0.00 <br />10.75 <br />December 17, 2024 <br />115 <br />TributaryUnit load <br />4.00 <br />3.50 <br />1.20 <br /> 111 <br /> <br />PER SDPWS, SEC. 4.3.4: <br />10.75 <br /> <br /> <br /> <br />294170 <br />HDU2 <br />PER SDPWS, SEC. 4.3.4: <br />170 <br /> <br />319 <br />HDU2