Angle Cleat Connection Design

Design standard: EN1993

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Design Parameters

Minimum design shear of min(40 kN, 0.15 φVv) applied (AS 4100 9.1.4).
Seismic design inputs belong in this code’s engine.
0 = skip the beam-rotation check. Ix is calculated from the section.
Unrestrained notched beams need P358 Check 7 (lateral-torsional buckling, BS EN 1993-1-1 6.3.2) in the member design.
Pair of cleats only - single web cleats are not covered by SCI P358.
Design thickness, e.g. 7.8 for 8 mm EA, 9.8 for 10 mm (nominal = rounded value).
Confirm against the selected code and bolt specification.
Clearance between the beam end and the support face; sets ae1.

Local capacity of supporting member (Check 10)

Same section, cleats and bolt line on the other side; common rows bolt through both cleats.

Elevation

Section

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