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Class Activity Consider an unreinforced concrete beam cross section with the dimensions (in inches) shown in the figure. The comcrete is sormal-weight with 6000 psi145Ib/f The section is subjected to a positive beading moment of 500 kip-ft about its horizontal axis causing compression and tension on the faces as shown. Assume the section remains elastic under this moment 15 Tension 20 Determine centroid of the section from the compression face. Answer: c-7.622 in (A) Determine moment of inertia of the cross section about horizoatal axis passing through the centroid. Answer 1-14598 in (ii)Determine stress and strain in the section at the compeession face. Amswers f-3133 pai,e-0.000702 (iv) Determine stress and strain in the section at the tension face. Ansaers: s-50Ss psi,e-0.00114 Determine stress and strain in the section at a distance of 3 inches from the tension face. Answers: -38s p,e-0.000864 Selution

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