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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Arrow limitation

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References

(1) - - Norme européenne EN 1992-1-1 : Eurocode 2 : Calcul des structures en béton - Partie 1 : Règles générales et règles pour les bâtiments. AFNOR, avr. 2004.
(2) - CEB-FIP Model Code 90. - Thomas Telford, Londres (1993).

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