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Practice Advisory 12: Unstiffened eccentric cleat connections in compression

Valid from
01/04/2010

Information provider
Ministry of Business, Innovation and Employment
Information type
Section 175 guidance
Format
Website

Description

If you're a structural design engineer, you need to be aware of problems when using unstiffened eccentric cleats to connect compression members such as braces and frame members to supporting members. This guidance also alerts you to a flawed design method.

For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is not cited by any other resources.

Practice Advisory 12: Unstiffened eccentric cleat connections in compression

This document is not CITED BY any other resources:

Practice Advisory 12: Unstiffened eccentric cleat connections in compression

Description

If you're a structural design engineer, you need to be aware of problems when using unstiffened eccentric cleats to connect compression members such as braces and frame members to supporting members. This guidance also alerts you to a flawed design method.

View on Information Provider website
Practice Advisory 12: Unstiffened eccentric cleat connections in compression
Description

If you're a structural design engineer, you need to be aware of problems when using unstiffened eccentric cleats to connect compression members such as braces and frame members to supporting members. This guidance also alerts you to a flawed design method.

View on Information Provider website
This resource does not cite any other resources.

Practice Advisory 12: Unstiffened eccentric cleat connections in compression

This resource does not CITE any other resources.
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