The triangular slab shown in Fig. P15.5, providing cover over a loading dock, is fully fixed along two adjacent sides and free of support along the diagonal edge. A uniform snow load of 60 psf is anticipated. Dead load of 10 psf will act, in addition to self-weight. Determine the required slab depth and specify all reinforcement. (Hint: The main bottom reinforcement should be parallel to the free edge, and the negative reinforcement should be perpendicular to the supported edges.)
FIGURE P15.5
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