Question: has f ' c = 3 , 0 0 0 psi and f y = 6 0 , 0 0 0 . The design moment

has f'c=3,000 psi and fy=60,000. The design moment strength, Mn, of the beam by LRFD is most nearly:
315 kip-ft
255 kip-ft
270 kip-ft
285 kip-ft
has f ' c = 3 , 0 0 0 psi and f y = 6 0 , 0 0 0 .

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