Moment Column Base Design

Design standard: EN1993 - SCI P398 (2013) Section 5 and Example E.1; BS EN 1993-1-8:2005 6.2.5, 6.2.6, 6.2.8 and UK NA

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Design Parameters

Load cases (axial + compression / - tension; moment about the column major axis)

NameAxial (kN) Shear (kN) Moment (kNm)

Ultimate limit state design values.

Root radius for the column perimeter / area and the web weld length; not in the catalogue.

The moment acts about the column major axis (depth along the plate length hp). ArcelorMittal Orange Book (UKB / UKC to BS 4-1, IPE / HE to Euronorm 19-57 / 53-62, angles to BS EN 10056-1).

BS EN 10025-2 (S235 / S275 / S355, JR / J0 / J2); BS EN 10025-4 (S460M, sections and plate only); bolts BS EN ISO 898-1.

Elevation

Plan

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