chunk_39.json•1.56 kB
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"text": "1630 PRINT “Location of minimum steel \nreinforcements is valid at a distance \nY=”;”Feet from top of wall”1640 \n \n1640 REM To find required area of steel \nreinforcements for a given value of y \n \n1645 INPUT “Thickness of top T1,T2,:T1,T2 23”,16” \n1650 REM Let the factor FR1,FR2,,FR3,,FR4 as \nmultiplication factor of H \n \n1655 INPUT”VALUE OF \nFR1,FR2,FR3,FR4”:FR1,FR2,FR3,FR4 \nExample only FR1 \n=0, FR2 = 0.5, FR3 \n=0.7,FR4 =.9 \n1660 Z = FR1*H \n1670 GOSUB 2860 \n1675 PRINT”Recquired area of steel at first \nFR=”;AS1;”Square Inches per foot of \nwidth” \n \n1680 Z =FR2*H \n1685 GOSUB 2860 \n1690 PRINT”Recquired area of steel at second \nFR2=”;AS1;”Square Inch per foot of \nwidth” \n \n1700 Z=FR3*H \n1705 GOSUB 2860 \n1710 PRINT”Recquired area of steel a5t a value \nof FR4=”;AS1;”Square inch per foot of \nwall” \n \n1720 Z=FR4*H \n1730 GOSUB 2860 \n\n270 \n \n1740 PRINT”Recquired area of steel at a value \nof FR4=”ASI;”Square inch per foot” \n \n1750 REM This is third alternative to find the \nvalue of Y(cutting point at a distance from",
"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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