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rc beam reinf(EC2)

rc beam reinf(EC2)

RE: rc beam reinf(EC2)

(OP)
Any comments?

RE: rc beam reinf(EC2)

Generally the structural software use the same basic formulas, as given in relevant codes. However, sometimes in a different format, to suit programming of computer code. This might be such a case. You may check it by using the two formulas on some practical design example and comparing their results.

A good structural engineer is often a blessing for others.

RE: rc beam reinf(EC2)

(OP)
Thanks PSEPK, but the existing formulae used by ETABS in Eurocode(RC reinf areas for beam) is quite high. I'm just wondering if any ETABS user(Eurocode) have the same experience with me.

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