Laserfiche WebLink
JOB MARIN RESIDENCE <br />ENGR. EC DATE:JOB NO. 25-199 SHEET NO. <br />TAG:Y4 ( 4.00 ft),Y5 ( 8.00 ft),Y6 ( 5.00 ft),Y7 ( 3.75 ft) <br />FORCE: <br />SEISMIC GOVERNS <br />F1= kips Load Comb. :(0.6-.14SDS) D + E <br />SDS : 1.03 <br />SHEAR STRESS <br />Y4 :L1= ft v= lbs = plf <br />Y5 :L2= ft ft <br />Y6 : L3= ft <br />Y7 : L4= ft <br />Ltotal= ft <br />OVERTURNING <br />height= 9.00 ft <br />MOT= x x 9 = k-ft <br />ROOF: psf x ft = plf h/w= 2.25 WSP Factor=0.97 <br />WALL: psf x ft = plf <br />w = plf Vallow= 340 x 0.97 = 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 />height= 9.00 ft <br />MOT= x x 9 = k-ft <br />ROOF: psf x ft = plf h/w= 1.13 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 />- 0.46 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />325 <br /> <br />HDU2 <br />20.75 <br /> <br /> <br /> <br />329325 <br />HDU2 <br />PER SDPWS, SEC. 4.3.4: <br /> 137 <br /> <br /> <br />20.75 <br />June 10, 2025 <br />725 <br />TributaryUnit load <br />8.00 <br />5.00 <br />2.84 <br />SHEARWALL CALCULATIONS <br /> <br />2838 <br />0.325 <br />20.75 <br />Y4 <br />0.93 <br />4.00 <br />3.75 <br />0.649.85 10.41 <br />T= <br />Tallow= <br />4.9 <br />3.08 <br />WALL: <br />0.325 <br />16 <br />2.84 <br />4.00 <br />4.00 <br />2.60 <br />2.60 <br />9 <br />4.9 <br /> <br /> <br />181 <br />144 <br />20.75 <br />Unit load Tributary <br />9.85 <br />8.00 <br />181 <br />16 <br />25 <br />9 <br />8.00 <br />10.41 <br />WALL:Y5 <br />2.84 <br />144 <br />7 <br />Tallow=3.08 <br />T=