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+clc
+//initialisation of variables
+p=1000//kg
+l=400//mm
+a=150//mm
+w=14*20^2//cm^2
+//CALCULATIONS
+R=p*(l-a)/l//kg
+Lam=6*R*a/w//kg/cm^2
+//RESULTS
+printf('The maximum stress at the critical section=% f kg/cm^2',Lam)