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authorprashantsinalkar2018-02-03 11:01:52 +0530
committerprashantsinalkar2018-02-03 11:01:52 +0530
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parentd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff)
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+clear
+//Given
+//Variable declaration
+b=120 //Width of plate in mm
+t=20 //Thickness of plate in mm
+R=10*10**3 //Radius of curvature in mm
+E=2e5 //Youngs modulus in N/sq.mm
+
+//Calculation
+I=b*t**3/12 //Moment of inertia in mm^4
+y_max=t/2 //Maximum distance in mm
+sigma_max=int((E/R)*y_max) //Maximum stress in N/sq.mm
+M=((E/R*I)*(10**-6)) //Bending moment in kNm
+
+
+//Result
+printf("\n Maximum stress = %0.3f N/mm^2",sigma_max)
+printf("\n Bending moment = %0.3f kNm",M)