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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
+L=3*1000 //Length in mm
+w=10 //Uniformly distributed load in N/mm
+a=2*1000 //Length of Uniformly distributed load from fixed end in mm
+I=1e8 //Moment of Inertia in mm^4
+E=2e5 //Youngs modulus in N/sq.mm
+
+//Calculation
+//case(i):Slope at the free end
+thetaB=(w*(a**3))/(6*E*I)
+//case(ii):Deflection at the free end
+yB=(((w*a**4)/(E*I*8))+((w*(a**3))/(6*E*I)*(L-a)))
+
+
+//Result
+printf("\n Slope at the free end = %0.3f rad",thetaB)
+printf("\n Deflection at the free end = %0.3f mm",yB)