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  3. sectional bending moment due to counting load mu =

Sectional bending moment due to counting load MU = 525 kN Find the amount of reinforcement required....

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Civil Engineering

Sectional bending moment due to counting load MU =525 kN
Find the amount of reinforcement required. The cover thickness is40mm, and the stirrup rebar is D10.
Design. Compressed reinforcing bars do not have to be yielded, andthe size of the section can only be increased if design is notpossible under the given conditions.

b = 310 mm, h = 520 mm, f ck = 29 MPa, f y = 520 MPa, usingtensile and compressed rebar D22

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