Laserfiche WebLink
CONCRETE BLOCK FENCE WALL w/ ECCENTRIC FTG. <br />wall= 8 <br />tw= 7.625 in <br />h1=9 ft (wall height) w1= 78 psf f'm= 1500 psi As= 0.196 in^2 bar <br />h2=1 ft (fence)w2= 5 psf Fy= 60000 psi As/ft= 0.147 in^2/ft <br />df=2 ft (depth of ftg)BAR= #4 d= 3.8125 in <br />tf=2 ft (ftg thickness)s=32 in <br />wf=4 ft (ftg width)LOCATION=CTRD <br />qa= 1500 psf <br />(15.4.2 Rigid Nonbuilding Structures) <br />ap=1.00 <br />SDS= 1.170 <br />I=1.0 <br />Wp= 78 psf <br />Wf= 5 psf <br />0.35 Wp <br />Fp=0.30 SDS I Wp= <br />Fp=29.1 psf =2.00 ft <br />=4.0 ft <br />=2.00 ft <br />=0.00 ft <br />=1.00 ft <br />SEISMIC FORCE <br />INPUT <br />=9.00 fth1 <br />wf <br />tfd <br />h2 <br />HOLD- 4621 W First <br />St12/19/2024