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NZS 3604:2011 :: Standards New Zealand
https://www.standards.govt.nz/shop/nzs-36042011
NZS 3604 is New Zealand’s most sought-after standard. It provides methods and details that are used to design many NZ timber-framed houses and small buildings, including many residential decks. ... 5.5 Subfloor bracing design. 5.6 Diaphragms. Table. Table 5.1 - Procedure for determination of wind zones.
Bracing using NZS 3604:2011 – part 1 | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/bracing-using-nzs-36042011-part-1
Designs within the scope of NZS 3604:2011 must provide bracing capacity that exceeds the higher of the minimum requirements in NZS …
Using NZS 3604 | Building Performance
https://www.building.govt.nz/building-code-compliance/how-the-building-code-works/using-nzs-3604-timber-framed-buildings/
Overview of NZS 3604. NZS 3604:2011 is free to download. NZS 3604 shows how to construct timber-framed buildings up to a maximum of three storeys where there is “good ground”. NZS 3604 is used to design most homes …
DESIGN RIGHT BRACING USING NZS 3604:2011 – PART 1
https://www.buildmagazine.org.nz/assets/PDF/Build-131-29-DesignRight-BracingUsingNZS3604-2011-Part1.pdf
Designs within the scope of NZS 3604:2011 must provide bracing capacity that exceeds the higher of the minimum requirements in NZS 3604:2011 for: wind demand – Tables 5.5, 5.6 and 5.7 earthquake demand – Tables 5.8, 5.9 and 5.10. Wind zone Some territorial authorities have maps with wind zones. Otherwise, see NZS 3604:2011 5.2.1 to
Using NZS 3604 Timber-framed buildings - Building …
https://www.building.govt.nz/building-code-compliance/how-the-building-code-works/using-nzs-3604-timber-framed-buildings/downloadpdf
NZS 3604 is used to design most homes and other low-rise timber-framed buildings in New Zealand. It is aligned with AS/NZS 1170 Structural design actions, and is referenced in Acceptable Solution for Building Code clause E2 External Moisture, E2/AS1. You can follow NZS 3604 for structure and E2/AS1 for the roof and wall claddings.
Driven piles using NZS 3604 - Standards New Zealand
https://www.standards.govt.nz/news-and-updates/driven-piles-using-nzs-3604/
Clause 6.6 of NZS 3604:2011 Timber-framed buildings states that driven timber piles may be used as:. ordinary piles (as in clause 6.5) cantilever piles (as in clause 6.7) braced piles (as in clause 6.8). When used as braced piles a 450 mm deep concrete footing is not required, but the piles must be driven to a depth below cleared ground level of:
Bracing Design | Decks in New Zealand Using NZS3604
https://www.robodeckdesigner.co.nz/bracing-design-for-nz-decks.php
Bracing Design for Decks in New Zealand (NZ) - use this form to work out the NZS3604 bracing requirements for a deck and how this can be achieved using bracing elements ... For more detailed information, please refer to NZS 3604 section 5. Bracing Calculator for Decks. Length of Deck (m): Width of Deck (m): Earthquake Zone for details please ...
BU616 Wall bracing in NZS 3604:2011 buildings | BRANZ
https://www.branz.co.nz/shop/catalogue/bu616-wall-bracing-in-nzs-3604-2011-buildings_476/
Bracing must be designed and incorporated into a building so that the structure can withstand these forces. This bulletin describes how to calculate the wind and earthquake bracing demand and detail bracing for walls of buildings within the scope of NZS 3604:2011 Timber-framed buildings. wall bracing design.
For Foundations and Walls - d39d3mj7qio96p.cloudfront.net
https://d39d3mj7qio96p.cloudfront.net/media/documents/Calculation-sheets-NZS-3604.pdf
The enclosed calculation sheets A and B may be used to determine the wall and foundation bracing elements required to satisfy the requirements of NZS 3604: 2011 (including amendments) and may also be used to form part of the documentation required for a building consent application. Bracing Calculation Sheets For use with NZS 3604:2011
PANEL HOLD-DOWNS BRACING DESIGN FURNITURE …
http://www.nelsonpine.co.nz/wp-content/uploads/MDF_Panelbrace_Brochure.pdf
BRACING DEMAND NZS 3604: 2011 Section 5 contains design procedures and a manual calculation method for calculating bracing demand. Refer to NZS 3604: 2011 Bracing Demand Tables 5.5 - 5.10 for 2 kPa floor loads and Tables 14.1 - 14.3 for 3 kPa floor loads. The bracing ratings given in Table 1 are for manual calculations.
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