Mesh for reinforcement of concrete slabs-on-ground

Valid from
1/07/2012

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

Description

The change to require a minimum of Grade 500E mesh was made because of the poor ductile performance of reinforcing mesh in the Canterbury earthquakes. Grade 500E reinforcing mesh allows better ductile performance to reduce damage during earthquake shaking and ground movement.

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

Mesh for reinforcement of concrete slabs-on-ground

This document is not CITED BY any other resources:

Mesh for reinforcement of concrete slabs-on-ground

Description

The change to require a minimum of Grade 500E mesh was made because of the poor ductile performance of reinforcing mesh in the Canterbury earthquakes. Grade 500E reinforcing mesh allows better ductile performance to reduce damage during earthquake shaking and ground movement.

View on Information Provider website
Mesh for reinforcement of concrete slabs-on-ground
Description

The change to require a minimum of Grade 500E mesh was made because of the poor ductile performance of reinforcing mesh in the Canterbury earthquakes. Grade 500E reinforcing mesh allows better ductile performance to reduce damage during earthquake shaking and ground movement.

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

Mesh for reinforcement of concrete slabs-on-ground

This resource does not CITE any other resources.
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