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Engineering · Civil Engineering
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For the cross section shown below, calculate each of the following a. The location of the centroid, ybar, and the gross moment of inertia, l (neglect the steel) b. The location of the centroid, ybar, and the gross transformed moment of inertia, Ig c. Cracking moment, Mer, using Ig to the neutral axis, c, and the cracked transformed moment of inertia, le e. Calculate the stress in the concrete, fe, and the steel, f, using ler for the givern service loads (Comment on the values with respect to the linear limits) function of M. (X-axis) for a uniformly distributed load ranging from zero kips/ft to 4 kips/ft. Use increments of 0.1 kips/ft and include a point where M.-M g. The deflection due to the given service loads 18 in. 小5000 psi y 60 ksi p 150 pcf 6 in. 10 in. Pb 50 kips 19 ft 23 in. -1.6 kips/t 12 88 bars 38 ft 7 in. 3.5 in.
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