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JOB MARQUEZ RESIDENCE <br />ENGR. EC DATE:JOB NO. 24-351 SHEET NO. <br />TAG:X3 ( 10.00 ft),0.00 ( 0.00 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1= kips Load Comb. :((0.6-.14SDS) D + 0.7 E <br />SDS : 1.02 <br />SHEAR STRESS <br />X3 :L1= ft v= lbs = plf <br />0.00 :L2= ft ft <br /> <br /> <br />Ltotal= ft <br />OVERTURNING <br />height= 10.00 ft <br /> <br />MOT= x x 10 = 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 10.00 ^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 />height= 10.00 ft <br />MOT= x x 10 = k-ft <br /> <br />ROOF: psf x ft = plf h/w= #DIV/0! #DIV/0! #DIV/0! <br />WALL: psf x ft = plf <br />w = plf Vallow= #DIV/0! ### #DIV/0! ##### ### <br />MR= x 0.00 ^2/2 = k-ft USE: <br />TYPE ### SHEARWALL <br />- 0.46 x = kips <br />kips OK USE:#### ##### POST w/ H.D. <br />SHEARWALL CALCULATIONS <br />1.82 <br />10.00 1823 182 <br /> 18.2 <br />Tributary <br />10.00 <br /> <br />10 <br />10 <br />0.00 10.00 <br /> <br /> <br /> <br />10.00 <br />0.00 <br />#DIV/0! <br />#DIV/0! <br /> <br />1.43 <br />WALL:X3 <br />1.82 10.00 <br />T= <br />10 <br />3.08 <br />Unit load <br />WALL: <br />Tributary <br />160 <br />170 <br />0.00 <br />0.00 <br />18.2 <br />Tallow=#DIV/0! <br />T= <br />15 <br />0.00 <br />HDU2Tallow= <br />16 10 160 <br />#DIV/0! <br />170 <br />0.170 0.00 <br />December 17, 2024 <br />0.00 <br />1 <br />10.00 <br />10.00 <br />1.82 <br />0.170 8.50 <br />Unit load <br />15 <br />0.00 <br />#DIV/0! <br />8.50 <br />1 <br />16