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Concrete T-beam has been reinforced by bonding a steel plate to its web as
shown below. The beam carries a uniformly distributed load of 40kN/m over a simply supported 8m span. Find the maximum deflection of the beam on the assumption that the concrete is fully operative in both tension and compression.
(Est = 200kN/mm^2. Econc = 30kN/mm^2; central deflection due uniformly distributed load, total W acting on a simply supported beam of span L= 5WL^3/(384EI))
can someone please answer this question in detail who is confident in this topic with step-by-step calculations & sketch pls.
I've asked this question twice now and I've gotten different answers each time so I'm at a bit of a loss. (DONT respond to this if you have already responded previously) Thank you
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