Article | REF: C2331 V1

Eurocode 2: Reinforced concrete - Ultimate limit state verification

Author: Jean PERCHAT

Publication date: May 10, 2006

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5. Sizing with tie-rod models

5.1 General

Analysis using tie-rod models is described in .

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5.2 Connecting rods

The design resistance of a connecting rod is given by σ Rd, max .

1 – For a concrete connecting rod subjected or not to transverse compressive stresses (figure 25 ):

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Sizing with tie-rod models