Q. A simply supported beam subjected to point load at the mid span.
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Beams freely supported at the teo ends.


Shows a beam AB simply supported at the ends A and B. Let the span of the beam be l and the beam carry a concentrate load W at mid span.
Since the load is symmetrically placed on the beam,
Reaction at each support = W/2
.: Va = Vb = W/2
For any section between A and D
S.F. = Sx = + W/2
For any section between C and D
S.F. = Sx = – W/2
At the section C the S.F. change from + W/ 2 to – W/2
At any section between A and C distance x from the end A, the bending moment is given by,
Mx = +2\W × x (sagging moment)
At x = 0, Mx = 0
and at x = l/2 Mx = Wl/4
Hence the B.M. increases uniformly from zero at A to Wl/4 at C.
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