Question: Q . 3 : Application ofintegralsin structure analyis A B is a simply umifomly distributed loading beam of w ( kN / m ) and

Q.3 : Application ofintegralsin structure analyis
AB is a simply umifomly distributed loading beam of w (kN/m) and L span as shown in the
figme below. APply the irtegral to the following:
Ed2ydx2=wx22x-wx22
Required:
a. Derive the maximom vabe of y(deflection) at the middle span of length.
b. Choose different wabes of span L (varied from 3-7m) for one case of loading
(w=5km), sketch a graph showing the effect of span length on deflection (y wabue)
c. Choose two different vabues of w (1&5 for one case of span length (6mm),sketh
the effect of loading on the vabues of deflection (y-rabue) and discuss.
Hint:
EIis constantforbeam cases.
Boundary condions : at x=0 & l,y=0andatx=i2dydx=1
Q . 3 : Application ofintegralsin structure

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