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// Problem no 14.12,Page No.340
clc;clear;
close;
H=6 //m //height of dam
a=1.5 //m //top width
b=3.5 //m //Bottom width
rho_s=16 //KN/m**3 //density of soil
rho_mason=22.5 //KN/m**3 //density of mason
phi=30 //Degree //angle of repose
//Calculations
//Let Length of dam ,L=1 m
L=1 //m
//weight of dam
W=(a+b)*2**-1*L*H*rho_mason
//Rankine's coeff earth pressure
K=((1-sin(30*%pi*180**-1))*(1+sin(phi*%pi*180**-1))**-1)
//Lateral thrust
P=rho_s*H**2*L*2**-1*K
//Distance of Line of action from vertical base
x_bar=(b**2+b*a+a**2)*(3*(b+a))**-1
//distance of pt where resultant cuts the base
x=P*W**-1*H*3**-1
//Eccentricity
e=x_bar+x-b*2**-1
//Pressure at heel B
sigma1=W*b**-1*(1-6*e*b**-1)
//Pressure at heel C
sigma2=W*b**-1*(1+6*e*b**-1)
//Result
printf("The Max Intensities of soil at the wall is %.2f",sigma2);printf(" KN/m**2")
printf("\n The Min Intensities of soil at the wall is %.2f",sigma1);printf(" KN/m**2")
//Plotting the Shear Force Diagram
X1=[0,L,L]
Y1=[sigma2,sigma1,0]
Z1=[0,0,0]
plot(X1,Y1,X1,Z1)
xlabel("Length x in m")
ylabel("Shear Force in kN")
title("the Shear Force Diagram")
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