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Can I enhance the shear capacity of a section close to the support in Eurocode 2?

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Can I enhance the shear capacity of a section close to the support in Eurocode 2?

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Clause 6.2.2(6) of BS EN 1992-1-1 explains how the load close to the support can be reduced to take into account the enhancement. For bridges, the UK National Annex to BS EN 1992-2 amends this clause so that is the shear resistance is enhanced.

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