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The resistance of cross sections subject to shear and bending – theoretical analysis and practical design rules

Sections subject to both bending and shear have a reduced bending resistance where the shear force is greater than half the shear resistance. Richard Henderson of the SCI discusses the background and design rules.

In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only.

Click here to download and view it.

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