Question: T - section beaw ( b = 3 0 0 ( m m ) . b f = 6 0 0 ( m m )

T-section beaw (b=300(mm).bf=600(mm),(h)=700(mm),hf=120(mm)).
adopts 630 grade eoncrete, HIRB335 grade steel bar: The bending
moment M=540kN*m, take a5=60mm, compute requived longitudinal
reinforcement area As.
T - section beaw ( b = 3 0 0 ( m m ) . b f = 6 0

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