The design for the limit state of collapse in flexure is based on the following assumptions:
Select the correct answer using the codes given below:
A
1 and 3
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B
1,2 and 3
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C
2 and 3
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D
1 and 2
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Solution
The correct option is A 1 and 3 As per limit state collapse in flexure IS 456 : 2000 (Clauses 38.1). The maximum strain in concrete at outermost compression fibre is taken as 0.0035. Other two statements are true.