Fin Plate Connection Design

Design standard: BS5950 - SCI/BCSA P212 Joints in Steel Construction: Simple Connections, Section 6 (BS 5950-1:2000)

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Design Parameters

0 = no tying requirement.
Unrestrained beams need P212 Check 7 (lateral-torsional buckling) in the member design.
P212 Check 8: s ≥ 0.8t (full strength).
Set automatically to centre the plate on the beam when the beam, the plate depth or the bolt rows change.

ArcelorMittal Orange Book. EN 10025-2 (JR/J2).

Elevation

Section

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