Web Side Plate Connection Design

Design standard: AS4100 - ASI Design Guide 3: Web Side Plate Connections (Hogan & Munter, 2007), AS 4100

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Design Parameters

Minimum design shear of min(40 kN, 0.15 φVv) applied (AS 4100 9.1.4).
0 = report the rotation limit only. Ix is calculated from the section.
Required for ASI Check 9 (local stability of a coped member).
DG3 Check 2: weld group with eccentricity sg1.
Set automatically to centre the plate on the beam when the beam, the plate depth or the bolt rows change.

Existing NZ/Australian section database. AS/NZS 3679.1 (sections, flat bar), AS/NZS 3678 (plate).

Elevation

Section

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