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+// Problem no 9.8,Page no.239
+
+clc;clear;
+close;
+
+D=0.038 //m //External diameter
+d=0.035 //m //Internal diameter
+P=20*10**3 //N //Load
+E=210*10**9 //Pa 
+e=0.002 //m //Eccentricity
+L=1.5 //m //Lenght of tube
+
+//Calculations
+
+A=%pi*4**-1*(D**2-d**2) //m**2 column
+I=%pi*64**-1*(D**4-d**4) //m**4 //M.I of column
+m=(P*(E*I)**-1)**0.5 
+
+//Let X=secmL*2**-1
+X=(1*(cos(m*L*2**-1))**-1)
+M=P*e*X //N-m //MAx Bending Moment
+sigma_1=P*A**-1*10**-6 //Pa //Direct stress
+sigma_2=M*0.019*I**-1*10**-6 //Pa //Bending stress
+
+sigma_c_max=(sigma_1+sigma_2) //MPa //Max compressive stress
+
+//Result
+printf("The Max stress developed is %.2f",sigma_c_max);printf(" MPa")