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authorprashantsinalkar2017-10-10 12:27:19 +0530
committerprashantsinalkar2017-10-10 12:27:19 +0530
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+
+clear//
+
+//Variable Declaration
+wo=600 //Load in N/m
+L=6 //Span of the beam in m
+b=2 //Distance of the load from end in m
+a=1 //Distance of the load from end in m
+
+//Calulations
+EI_delta1=wo*384**-1*(5*L**4-12*L**2*b**2+8*b**4) //Deflection in N.m^3
+EI_delta2=wo*96**-1*a**2*(3*L**2-2*a**2) //Deflection in N.m^3
+
+EI_delta=EI_delta1-EI_delta2 //Total Delfection at midspan in N.m^3
+
+//Result
+printf("\n The total Deflection at midpsan is %0.0f N.m^3 downwards",EI_delta)