A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8.

Concrete T-beam has been reinforced by bonding a steel plate to its web asshown 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

Concrete T-beam has been reinforced by bonding a steel plate to its web asshown below. The beam carries a uniformly distributed load of 40kN/m overa simply supported 8m span. Find the maximum deflection of the beam onthe assumption that the concrete is fully operative in both tension and compression.(Est = 200kN/mm2. Econc = 30kN/mm2; central deflection due uniformly distributedload, total W acting on a simply supported beam of span L is 5WL3/(384EI))

Determine the mid support deflection and the overhang deflection if E= 200GPA I= 1350x10° mm. 50 KN 1OKN 4 m R. 4 m