design a doubly reinforced beam of rectangular section using the following data.
Eff. span =5m, section overall =250mmX 500mm, total load =40kN/m Eff. cover =50mm, use M20 and Fe 415
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Application of Limit state method to rectangular beams for flexure, shear, ... Moreover, concrete will be having its effect of high temperature during fire. ... bars used as steel reinforcement are Fe 415 and Fe 500 with the values of fy as ... The behaviour of reinforced concrete beam sections at ultimate loads has ... D = 500mm.
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