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Engineering · Civil Engineering
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6. At failure determine whether the precast sections shown below will act similarly to rectangular sections or as flanged sections. Calculate the nominal moment strength of the sections. Use fc-4,000 psi and f-60,000 psi 3 in. (76.2 mm) 3 in. (76.2 mm) 30 in. (762 mm) 30 in, (763 mm) 3 No. 9 bars 5 No. 9 bars 12 in. (304.8 mml 15 in (381 mm)

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