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+clc
+
+di=0.3 //m
+de=0.4 //m
+v=0.3
+sigmathetamax=250*10^6 //Pa
+p0=0
+pi=0
+
+//solution a:
+a=0.15
+b=0.2
+r=a
+//sigmathetamax=pi*((b^2+a^2)/(b^2-a^2))
+pi=sigmathetamax*((b^2-a^2)/(b^2+a^2))
+disp(pi,"in Pa is= ")
+
+//solution b:
+r=a
+//sigmathetamax=-2*p0*(b^2/(b^2-a^2))
+p0=-(-sigmathetamax)*((b^2-a^2)/(2*b^2))
+disp(p0,"in Pa is= ")
+
+//solution c:
+u=((a^3*pi)/(b^2-a^2))*(0.7+1.3*(b^2/a^2))
+disp(u,"in per E meter is= ")
+sigmaz=(pi*a^2-p0*b^2)/(b^2-a^2)
+disp(sigmaz,"for longitudinal stress is")
+