A rectangular beam has b-300mm, d-500mm. and reinforced at tension side only with 4-28mm bars, fc'=27.6 Mpa and fy=415 Mpa. Determine the Ultimate Moment Capacity. A 156.32 kN-m B 120.23 kN-m C 393.165 kN-m D 256.321 kN-m

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