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authorprashantsinalkar2018-02-03 11:01:52 +0530
committerprashantsinalkar2018-02-03 11:01:52 +0530
commit7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch)
tree449d555969bfd7befe906877abab098c6e63a0e8 /3863/CH12/EX12.1
parentd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff)
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+clear
+//
+
+//Given
+//Variable declaration
+L=6*1000 //Length in mm
+W=50*1000 //Point load in N
+I=78e6 //Moment of Inertia in mm^4
+E=2.1e5 //Young's modulus in N/sq.mm
+
+//Calculation
+yc=((W*L**3)/(48*E*I)) //The deflection at the centre in mm
+
+thetaB=((180/%pi)*((W*L**2)/(16*E*I))) //The slope at the supports
+
+
+//Result
+printf("\n Deflection at the centre = %0.3f mm",yc)
+printf("\n NOTE:The answer given for slope at the support is wrong.The correct answer is,")
+printf("\n Slope at the support = %0.3f degree",thetaB)