A rectangular RCC beam of width 250 mm and effective depth of 600 mm. 2 legged vertical stirrups of diameter 8 mm inclined at 30o with the vertical spaced at 120 mm are provided to resist the shear. If S.F acting on the beam is 350 KN then calculate the efficiency (in %) of the beam to resist the S.F. Take M 30 concrete & Fe 415 steel.

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