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+clc;funcprot(0);//EXAMPLE 2.6
+// Initialisation of Variables
+alpha=13*10^-6;....//Coefficient of thermal expansion for Steel
+l=10;..........//Original length of the Beam in m
+dT=50;........//The temparture change in Degree celsius
+Em=200*10^9;......//Elastic modulus of Steel in N/m^2
+//CALCULATIONS
+dL=alpha*l*dT;.....//Change in length of steel beam
+s1=dL/l;........//Strain developed in steel beam
+s2=Em*s1;......//Stress developed in steel beam
+disp(dL,"(a) Change in length of steel beam:")
+disp(s1,"(b) Strain developed in steel beam")
+disp(s2,"(b) Stress developed in steel beam")