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

Sectional bending moment due to counting load M_U = 525 kN
Find the amount of reinforcement required. The cover thickness is 40mm, and the stirrup rebar is D10.
Design. Compressed reinforcing bars do not have to be yielded, and the size of the section can only be increased if design is not possible under the given conditions.

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

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Ally Wells answered 2 weeks ago

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