Building Construction Methods to satisfy NZS3604:1990 joist rollover criteria, TR14 (1993)

Abbreviation
TR14
Valid from
1/10/1993

Information provider
BRANZ Limited
Information type
Technical recommendation
Format
PDF

Description

This BRANZ Technical Recommendation details the recommended construction methods to resist joist roll-over actions.

The latest version of the New Zealand non-specific design code for light timber frame houses NZS 3604:1990 dictates that the connection between joists and bearers at each braced pile or anchor pile is required to resist a horizontal force totalling 12 kN applied parallel to the bearer at floor level. If unresisted, the horizontal forces tend to roll the joists over onto the bearer below.

For assistance with locating previous versions, please contact the information provider.
View on Information Provider website Download this resource (PDF, 155KB)
For assistance with locating previous versions, please contact the information provider.
This resource is not cited by any other resources.

Building Construction Methods to satisfy NZS3604:1990 joist rollover criteria, TR14 (1993)

This document is not CITED BY any other resources:

Building Construction Methods to satisfy NZS3604:1990 joist rollover criteria, TR14 (1993)

Description

This BRANZ Technical Recommendation details the recommended construction methods to resist joist roll-over actions.

The latest version of the New Zealand non-specific design code for light timber frame houses NZS 3604:1990 dictates that the connection between joists and bearers at each braced pile or anchor pile is required to resist a horizontal force totalling 12 kN applied parallel to the bearer at floor level. If unresisted, the horizontal forces tend to roll the joists over onto the bearer below.

View on Information Provider website Download this resource (PDF, 155KB)
Building Construction Methods to satisfy NZS3604:1990 joist rollover criteria, TR14 (1993)
Description

This BRANZ Technical Recommendation details the recommended construction methods to resist joist roll-over actions.

The latest version of the New Zealand non-specific design code for light timber frame houses NZS 3604:1990 dictates that the connection between joists and bearers at each braced pile or anchor pile is required to resist a horizontal force totalling 12 kN applied parallel to the bearer at floor level. If unresisted, the horizontal forces tend to roll the joists over onto the bearer below.

View on Information Provider website Download this resource (PDF, 155KB)
This resource does not cite any other resources.

Building Construction Methods to satisfy NZS3604:1990 joist rollover criteria, TR14 (1993)

This resource does not CITE any other resources.
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