Article | REF: C2332 V1

Eurocode 2: Reinforced concrete - Checking serviceability limits

Author: Jean PERCHAT

Publication date: November 10, 2006

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1. Context

Service condition checks are defined by reference to stress limits, cracking limit states and deformation limit states.

When calculating stresses and deflections, sections should be considered as uncracked, provided that the tensile stress due to bending does not exceed a certain value f ct,eff . For this, either f ctm , i.e. on condition that the same value is used to calculate...

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