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1. Reinforced Rectangular Concrete Beam The reinforced concrete beam shown is subjected to a bending moment of 200 kip ft. Kn

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We to lie on the or require the centroed neutral anis Thus EyA=0 12 xhxn -25.132 (20h) = 0 2. 12 in 6 h 2+25.132 h 502.64 zNormal stress :- Applying the flexural formula to the transformed seeled The normal Stress resisted by the concrete Strop, wh

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