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Article | REF: C2331 V1

Eurocode 2: Reinforced concrete - Ultimate limit state verification

Author: Jean PERCHAT

Publication date: May 10, 2006 | Lire en français

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    3. Twist

    3.1 General

    When torsional moments are not required for equilibrium, they can be neglected in ultimate limit state calculations. EC2 therefore deals only with equilibrium torsion. Some indications are given for left-hand torsion, but the developments concern circular torsion in particular.

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    3.2 Calculation procedure

    Tests show that beams with a full cross-section behave like tubular beams; in other words, the central zone...

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