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Specific Design for Multi-storey Light Steel Framed Buildings

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Abbreviation
ER34
Valid from
17/10/2018
Information provider
BRANZ Limited
Author
Jing Cao, Stephen Hicks and Nandor Mago
Information type
Research report
Format
PDF
Description

This report was prepared by Dr Jing Cao of the New Zealand Heavy Engineering Research Association (HERA).

The research was comprised of four work packages (WPs), addressing critical technical issues for such building type to be accepted in New Zealand market.

It covers fire performance, seismic performance and cost estimation for an Importance level of 2, 6-storey LSF residential modular building with an 18m total height and plan of 16mx19m.

The work packages were as follows:

  • WP1 – Fire performance of LSF floors in multi-storey residential buildings
  • WP2 – Performance of stud-to-bottom plate joints in multi-storey residential buildings
  • WP3 – Development of bracing solutions for light steel framed multi-storey residential buildings
  • WP4 – Cost for an exemplar six-storey light steel framed building

For assistance with locating previous versions, please contact the information provider.
View on Information Provider website Download this resource (PDF, 16.3MB)
For assistance with locating previous versions, please contact the information provider.
This resource is not cited by any other resources.

Specific Design for Multi-storey Light Steel Framed Buildings

This document is not CITED BY any other resources:

Specific Design for Multi-storey Light Steel Framed Buildings

Description

This report was prepared by Dr Jing Cao of the New Zealand Heavy Engineering Research Association (HERA).

The research was comprised of four work packages (WPs), addressing critical technical issues for such building type to be accepted in New Zealand market.

It covers fire performance, seismic performance and cost estimation for an Importance level of 2, 6-storey LSF residential modular building with an 18m total height and plan of 16mx19m.

The work packages were as follows:

  • WP1 – Fire performance of LSF floors in multi-storey residential buildings
  • WP2 – Performance of stud-to-bottom plate joints in multi-storey residential buildings
  • WP3 – Development of bracing solutions for light steel framed multi-storey residential buildings
  • WP4 – Cost for an exemplar six-storey light steel framed building

View on Information Provider website Download this resource (PDF, 16.3MB)
Specific Design for Multi-storey Light Steel Framed Buildings
Description

This report was prepared by Dr Jing Cao of the New Zealand Heavy Engineering Research Association (HERA).

The research was comprised of four work packages (WPs), addressing critical technical issues for such building type to be accepted in New Zealand market.

It covers fire performance, seismic performance and cost estimation for an Importance level of 2, 6-storey LSF residential modular building with an 18m total height and plan of 16mx19m.

The work packages were as follows:

  • WP1 – Fire performance of LSF floors in multi-storey residential buildings
  • WP2 – Performance of stud-to-bottom plate joints in multi-storey residential buildings
  • WP3 – Development of bracing solutions for light steel framed multi-storey residential buildings
  • WP4 – Cost for an exemplar six-storey light steel framed building
View on Information Provider website Download this resource (PDF, 16.3MB)
This resource does not cite any other resources.

Specific Design for Multi-storey Light Steel Framed Buildings

This resource does not CITE any other resources.
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