chunk_35.json•1.54 kB
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"text": "FY=60,LF=1.8,TS=2\n.42,KA=0.294,T1=2\n3”,T2=16” \n1020 INPUT”QT,QH,TS,L4,L1”QT,QH,TS,L4,L1,L2 \n1030 INPUT”FC,FY,H,H4,P2V”:FC,FY,H,H4,P2V \n1040 INPUT”W1,LF”:W1,LF 115,1.8 \n1050 QS = (QT-QH)/L4 0.3190013 \n1070 V =(QT-150/1000*TS)*L2*QS/2*L2^2 21.26 \n1080 VT = ABS(V) 21.26 \n1090 D = (TS-3.5/12)*12 25.54 \n1100 VA = VT/(12*D) 0.04364 \n\n266 \n \n1110 VC = 0.053758*FC^.5 0.0931088 \n1120 IF VA>VC THEN 1140 \n1130 IF VA<=VC THEN 1160 \n1140 PRINT “Actual shear stress exceeds \nallowable from code revise D” \n \n1150 STOP \n1160 M1 = (QT-150/1000*TS)*L2^2/2-\nQS/6*L2^3 \n20.781 \n1170 MT = ABS(M1) 20.781 \n1180 M = MT \n1190 GOSUB 1310 \n1200 AT= AST \n1205 PRINT” Area of steel at toe=”;AT;”Square \nInches Per Foot of width” \n1.02 Square Inch \n1220 X= L1+3.5/12 9.79 Feet \n1225 QR = 150/1000*TS+(H+H4)/2*W1/1000 3.5874 \n1230 M2 = (QR-QH)/2*X^2-1/6*QS*X^3+P2V*X 113 \n1240 MH = ABS(M2) 25.454 \n1250 M-MH \n1260 GOSUB 1310 \n1270 AH =AST \n1275 PRINT”Recquired area of steel \nreinforcements at heel=”;AH;”Square Inch \nper foot” \n \n1280 STOP",
"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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