Extended moment end plate (beam to column flange)

Design standard: BS5950 - SCI P207 (1995) Section 2 and Appendix I worked example; BS 5950-1:2000

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Design Parameters

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

NameMoment (kNm)Shear (kN)Axial (kN)

Ultimate limit state design values. The moment is the design moment at the face of the column.

Not in the catalogue - enter it from the section tables. 0 ignores the root fillets (conservative: smaller plastic modulus).

ArcelorMittal Orange Book.

Used in m, the compression width and the shear area; not in the catalogue - 0 is conservative.

The beam is bolted to the column flange (major axis). EN 10025-2 (JR/J2).

The bottom of the plate mirrors the top (moment reversal); the bolts below the compression flange carry the vertical shear.

For butt-welded flanges the leg is used only in the compression dispersion (2s); 0 = none.

Elevation

Section

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