5. Sizing with tie-rod models
5.1 General
Analysis using tie-rod models is described in .
SCROLL TO TOP5.2 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
Anchoring and covering
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