Laserfiche WebLink
Redi-Rock Wall -Preliminary Calculation <br /> JW B <br /> Analysis of Recti Rock wail <br /> Input data <br /> Project <br /> Task Redi-Rock Wall -Preliminary Calculation <br /> Descript° : H=10.5', LL=0 psi,BS=Flat,Crushed Stone Backfill <br /> Author : JWB <br /> Customer : RRI Preliminary Design Charts <br /> Date : 9/26/2008 <br /> Geometry <br /> No, <br /> eaortpt oe Count Setback <br /> 0 <br /> 1 Block 41 6 1.25 <br /> 2 Block 28 1 1.25 <br /> Names eot <br /> tai ;; ', <br /> lks;L50ft <br /> . E <br /> r <br /> 10.50 <br /> Base <br /> Geometry <br /> Upper setback ata 0.50 ft <br /> Lower setback a2 = 0.50 ft <br /> Height h 1.00 ft <br /> Width b = 4.40 ft <br /> Material <br /> Soil creating foundation-Crushed Stone#57 <br /> Soil bearing capacity Rd = 15000.0 psi <br /> 1 <br /> btx FRod Rrx;h Watl tversion 6.7.11,0 r c yt tic)FMFEE Ltd_2004i)wmex frnenr ware t+sad. <br />