Question 37

CEMCQ2 marksNeeds review
Consider a doubly reinforced RCC beam with the option of using either Fe250 plain bars or Fe500 deformed bars in the compression zone. The modulus of elasticity of steel is

N/mm

. As per IS456:2000, in which type(s) of the bars, the stress in the compression steel (

) can reach the design strength (

) at the limit state of collapse?
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2023CE

GATE CE 2023 · Paper 1

Civil Engineering · Original paper archive

Section
Civil Engineering
Question type
Multiple choice (MCQ)
Marks
2 marks

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