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"text": "E. Bowles for determining soil bearing pressure \nat base i.e. Nc,Ny,Ic,Iq, Iy,Dc,Dq, & Dy as input \nstatement” \n \n55 PRINT” For Shear and moment use 0.90 for \nmoment and 0.85 for shear” \n \n60 PRINT” If all data’s are in their respective units \nthen run line no 80” \n \n70 STOP \n80 REM Step one Compute dimension and wall \nstability \n \n85 INPUT”H,W1,W2,B1,H1,B2,B3” \nH,W1,W2,B1,H1,B2,B3 \nExample only H = 26 \nfeet, W1 = 115 \nLbs,W2 = 112 Lbs, B1 \n\n261 \n \n= 10 ,H1 = 5 Ft, B2 = \n34 and B3 = 32 \n90 INPUT”FY,LF,SB,C,TS”:FY,LF,SB.C,TS FY = 60,LF =1.8,SB \n=0.25, C= 0.40 & TS = \n2.417 \n440 WD = 150/1000*TS*L4 5.18537 Kips \n450 XD = L4/2 7.1525 \n460 MD = WD*XD 37. 088358 in foot \nkips \n470 WT = WA + WB + WC + WD 40.46162 kips \n480 MT = MA + MB + MC + MD 342.517 foot kips \n495 REM Compute overturning moment take \nmoment at toe \n \n500 H4 = H3 + TS 30. 092 Feet \n510 P2H = 0.50*W1/1000*H4^2*COS(K3)*K4 15.075 \n515 P2V = 0.5*W1/1000*H4^2*KA*SIN(K3) 2.661589 \n520 MAH = P2H*H4//3 151.212 \n530 FM = MT/MAH 2.265",
"metadata": {
"book_id": 34880,
"title": "BASIC-STRUCTURAL-388457483-Retaining-Wall-Design-Analytical-and-Computer-Methods-By-Ben-David-CE",
"authors": "Ben David",
"project": "basic_structural",
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