The short-term modulus of elasticity of concrete (in N/mm2) as per IS 456 ∶ 2000 is given by

Where fcu is characteristic strength of concrete.

1
4000\(\rm\sqrt{f_{cu}}\)
2
5700\(\rm\sqrt{f_{cu}}\)
3
3000\(\rm\sqrt{f_{cu}}\)
4
3700\(\rm\sqrt{f_{cu}}\)
5
5000\(\rm\sqrt{f_{cu}}\)

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