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RC section design to EN 1992-1-1 – rectangular, circular and bored piles

N–M interaction diagram, shear and crack width for rectangular and circular reinforced concrete sections, including bored piles.

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EN 1992-1-1 strain compatibility (6.1) with the parabola–rectangle stress block and bilinear steel; shear 6.2; SLS stresses on the cracked section and crack width 7.3.4; bored piles with the effective diameter (2.3.4.2).

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