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

Sectional bending moment due to counting load MU = 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 = 330 mm, h = 600 mm, f ck = 40 MPa, f y = 500 MPa, using tensile and compressed rebar D16

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Expert Solution

As in the given question there is not mentioned the code of designing so i am designing it by indian standard code is456.

Ally Wells answered 7 months ago
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