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+clear
+//Given
+//
+h = 60 //mm - the length of the crossection
+b = 100 //mm - the width of hte crossection
+E = 200 //Gpa - The youngs modulus
+stress_cr = 250 //MPa - The proportionality limit
+//Caliculations
+
+I = b*(h**3)/12 //mm3 The momentof inertia of the crossection
+A = h*b //mm2 - The area of teh crossection
+//From Eulier formula
+r_min = ((I/A)**0.5) //mm - The radius of the gyration
+//(l/r)**2= (%pi**2)*E/stress_cr //From Eulier formula
+l = (((%pi**2)*E*(10**3)/stress_cr)**0.5)*r_min //mm - the length after which the beam starts buckling
+printf("\n The length after which the beam starts buckling is %0.0f mm",l)