For a fixed beam with midpoint load point deflection for x<L/2 is a.(Px2/192EI)(3L-4x) b.(Px3/48EI)(3L-4x) c. (Px2/48EI)(3L-4x) d.(Px3/192EI)(3L-4x)

For a fixed beam with midpoint load point deflection for x<L/2 is
a.(Px2/192EI)(3L-4x)
b.(Px3/48EI)(3L-4x)
c. (Px2/48EI)(3L-4x)
d.(Px3/192EI)(3L-4x)
by

1 Answer

Answer :

c. (Px2/48EI)(3L-4x)
by

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