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+// Problem 11.1,Page no.273
+
+clc;clear;
+close;
+
+P=10 //KN //Load
+e=0.06 //m //eccentricity
+b=0.240 //m //width of column
+d=0.150 //m //depth of column
+
+//Calculations
+
+sigma_d=P*(b*d)**-1 //KN/m**2
+M=P*e //KN*m //Moment due to eccentricity
+Z=(d*(b)**2)*6**-1 //mm**3
+
+sigma_b=M*Z**-1 //KN/m**2
+
+sigma_CD=sigma_d+sigma_b
+sigma_AB=sigma_d-sigma_b
+
+//Result
+printf("Stress at face CD is %.2f",sigma_CD);printf(" KN/m**2")
+printf("\n Stress at face AB is %.2f",sigma_AB);printf(" KN/m**2")