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Determine stresses at top

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A rectangular beam of size 250 x 650 mm, with effective depth equal to 590 mm, is reinforced with three 25.4 mm diameter of bars. C 28 concrete and Grade 420 steel are to be used. Determine stresses at top, bottom and level of reinforcement caused by a bending moment of 50 kN-m.

Reference no: EM132637392

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