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w <br /> Page 2 <br /> w2 <br /> L <br /> Embedment Calculations and Lagging <br /> Cantilever Shoring Wall, Sheet Pile or Pole Pile wot 1 <br /> by Farid A. Chouery, PE, SE I <br /> Enter values in yellow <br /> w= Uniform surcharge psf= 0 psf <br /> s= Spacing of piles ft(16-2tx2/12)/2= 7.25 ft H <br /> pa <br /> H = Cut Height ft= 5.5 ft <br /> pa =Active Triangular pressure pcf= 32.52 pcf <br /> wOt=Top surcharge point load psf= 0 psf <br /> wOb = Bot surcharge point load psf= 0 psf <br /> L=distance to wOt ft= 0 ft <br /> v= distance passive starts ft= 0.00 ft <br /> d2 = active diameter ft on pcf pressure = 2.00 ft Va & Ma <br /> d3 = active diameter ft on psf pressure = 2.00 ft / wOb <br /> w1= uniform passive = 0.00 psf v i <br /> d1 = passive diameter ft 2.5 dia = 5.00 ft VVI 1 F <br /> p1 = passive triangular pressure front pcf= 442.82 pcf y <br /> p2 = passive triangular pressure back pcf= 442.82 pcf B-B <br /> w2 = back passive at top psf= 0 psf <br /> Va = load at bottom for a pole kips= 0 kips x <br /> Ma = Moment at bottom for a pole kips-ft 0 kip-ft / <br /> piC-C <br /> Vc at bot of excv= 3.56589 kips D p2 <br /> Mc at bot of excv= 6.537466 kip-ft <br /> y-zero press. B-B= 0.166448 ft <br /> Vmax at B-B= 3.59566 Kips z <br /> M at B-B= 7.134303 kip-ft <br /> wf= 0 ksf Li <br /> pf= 2.149066 kcf <br />