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06/05/2026 6:05 pm
in 5.5.5.2.1. the Mprob is corresponding to the moment when the extreme concrete fibre reaches strain = 0.003. Also, as per section C5.5.3.4.1 the bilinear approximation rules and C5.5.5.3.4.3, the curvature cap rules. the moment at curvature cap can be 20% approx less than the moment at 0.003 due to losing the lever arm of steel and concrete as the result of the spalling concrete cover. I am just wondering how this 20% moment difference is considered in the C5 framework. Thank you
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