NASH Standard Part 2:2019 Light Steel Framed Buildings.
- Abbreviation
- NASH Standard Part 2:2019
- Valid from
- 1/05/2019
- Information provider
- National Association of Steel Framed Housing,
- Author
- National Association of Steel Framed Housing
- Information type
- Standard,
- Format
- PDF, HARD COPY, PDF,
Description
This Standard is intended to be referenced as an Acceptable Solution by the New Zealand Building Code (NZBC) clauses B1 Structure and B2 Durability.
Scope
NASH Standard Part 2 sets out the non-specific design requirements for steel-framed buildings within the geometric limitations specified in 1.1.3 to withstand loads from self-weight and imposed loads, wind, earthquake, snow and human impact (see 0).
This Standard provides the design and detailing (including connections) of the following:
- Roof beams, rafters, roof and ceiling battens;
- Single and double storey wall construction;
- Intermediate floor joists (imposed load up to 2.0 kPa, light weight flooring); and
- Bracing systems.
The ground floor, subfloor and foundations shall comply with NZS 3604 or NZS 4229 as appropriate. Decks are not included in this Standard.
NOTE: In this Standard, there are a number of situations where specific engineering design (SED) calculations would be required. These situations are marked SED to indicate they are an extrapolation that is outside the scope of this standard.
This resource is cited by:
NASH Standard Part 2:2019 Light Steel Framed Buildings.
This document is CITED BY:
-
B1/AS1 (Amd 18) (First Edition, Amendment 18)
NASH Standard Part 2:2019 is cited by Acceptable Solution B1/AS1: General from 27/06/2019
-
B1/AS1 (Amd 19) (First edition, Amendment 19)
NASH Standard Part 2:2019 is cited by Acceptable Solution B1/AS1: General from 27/06/2019
-
B1/AS1 (Amd 20) (First edition, Amendment 20)
NASH Standard Part 2:2019 is cited by Acceptable Solution B1/AS1: General from 27/06/2019
-
B1/AS1 (Amd 21) (First Edition, Amendment 21)
NASH Standard Part 2:2019 is cited by Acceptable Solution B1/AS1: General from 27/06/2019
-
B2/AS1 (Amd 11) (Second Edition, Amendment 11)
NASH Standard Part 2:2019 is cited by Acceptable Solution B2/AS1: Durability Applications from 27/06/2019
-
B2/AS1 (Amd 12) (Second Edition, Amendment 12)
NASH Standard Part 2:2019 is cited by Acceptable Solution B2/AS1: Durability Applications from 27/06/2019
-
NASH Building Envelope Solutions: 2019
NASH Standard Part 2:2019 is cited by NASH Building Envelope Solutions: 2019 - Light Steel Framed Buildings.
This resource cites:
NASH Standard Part 2:2019 Light Steel Framed Buildings.
This document CITES:
NASH Standard Part 2:2019 cites NZS 3604:2011 Timber-framed buildings - SPONSORED
NASH Standard Part 2:2019 cites NZS 4229:2013 Concrete masonry buildings not requiring specific engineering design - SPONSORED
NASH Standard Part 2:2019 cites AS 1111.1-2000 ISO metric hexagon bolts and screws - Product grade C - Bolts
NASH Standard Part 2:2019 cites AS 1397-2011 Continuous hot-dip metallic coated steel sheet and strip - Coatings of zinc and zinc alloyed with aluminium and magnesium
NASH Standard Part 2:2019 cites AS 3566.2-2002 Self-drilling screws for the building and construction industries. Part 2: Corrosion resistance requirements
NASH Standard Part 2:2019 cites New Zealand Metal Roof and Wall Cladding Code of Practice
NASH Standard Part 2:2019 cites DIN 7337:1991 Break mandrel blind rivets
NASH Standard Part 2:2019 cites IFI 114:2015 Break Mandrel Blind Rivets
NASH Standard Part 2:2019 cites NASH Building Envelope Solutions: 2019 - Light Steel Framed Buildings.
NASH Standard Part 2:2019 cites NASH Standard Part 1:2016 Design Criteria - Alternative Solution
NASH Standard Part 2:2019 cites A wall bracing test and evaluation procedure, P21 (2010)
NASH Standard Part 2:2019 cites Building Regulations 1992