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+// Problem no 12.2,Page No.286
+
+clc;clear;
+close;
+
+L=10 //m //Length
+b=15 //cm //Width
+d=40 //cm //Depth
+y_c=1.5*10**-2 //m //Deflection
+E=120*10**9 
+y=0.2
+sigma=10*10**6 //Bending stress
+
+//Calculations
+
+I=b*d**3*12**-1*10**-8 //cm  //M.I
+
+//From Deflection at the centre of cantilever we get
+w=y_c*192*E*I*(L**4)**-1*10**-3 //udl distributed over the cantilever
+
+//From Bending Moment Equation we get
+w_2=sigma*I*y**-1*16*(L**2)**-1*10**-3    //udl distributed over the cantilever
+
+//Result
+printf("The safe uniformly Distributed Load is %.2f",w_2);printf(" KN/m")