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+clear
+//variable declaration
+
+Es=(2*100000) //Young's modulus of steel ,N/mm^2
+Ea=(1*100000) //Young's modulus of aluminium,N/mm^2
+Ls=240 //length of steel,mm
+La=160 //length of aluminium,mm
+Aa=1200 //Area of aluminium,mm^2
+As=1000 //Area of steel,mm^2
+P=250 //load, KN
+//From equation of equilibrium, Ps+2Pa=P,et force shared by each aluminium pillar be Pa and that shared by steel pillar be Ps.
+//From compatibility condition,deltaS=deltaC
+
+Pa=(P*1000)/(2+((As*Es*La)/(Aa*Ea*Ls)))
+Ps=Pa*((As*Es*La)/(Aa*Ea*Ls))
+
+SIA=Pa/Aa //stress in aluminium, N/mm^2
+SIS=Ps/As //stress in steel,N/mm^2
+
+printf("\n stress in Aluminium= %0.2f N/mm^2",SIA)
+printf("\n stress in Steel= %0.2f N/mm^2",SIS)