Article | REF: C2332 V1

Eurocode 2: Reinforced concrete - Checking serviceability limits

Author: Jean PERCHAT

Publication date: November 10, 2006

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4. Arrow limitation

4.1 General

For further information on deformations and their limit values, please refer to ISO 4356 .

For a beam, slab or bracket, the calculated deflection referred to the line of supports, at the end of an infinite time, under the effect of the combinations of quasi-permanent actions [C 60, § 5.8.4] must not exceed

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