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+
+clear//
+//
+
+//Variable Declaration
+E=29*10**6 //Youngs Modulus in psi
+sigma_yp=36*10**3 //Stress in psi
+L=25 //Length in ft
+A=17.9 //Area in in^2
+Iz=640 //Moment of inertia in in^4
+Sz=92.2 //Sectional Modulus in in^3
+P=150*10**3 //Load in lb
+e=4 //Eccentricity in inches
+
+//Calculations
+
+//Part 1
+a=1.09836
+sigma_max=P*A**-1+(P*e*Sz**-1)*a //Maximum Stress in psi
+
+//Part 2
+//After simplification we get the equation to compute N
+N=2.19 //Trial and Error yields
+
+//Part 3
+v_max=e*((cos(sqrt((P*L**2*12**2)*(4*E*Iz)**-1)))**-1-1)
+
+//Result
+printf("\n The maximum compressive stress in the Column is %0.2f psi",sigma_max)
+printf("\n The factor of safety is %0.3f ",N)
+printf("\n The maximum lateral dfelection is %0.3f in",v_max)