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Bracing Calculation Sheets for Foundations and Walls, for use …
https://codehub.building.govt.nz/resources/bracing-calculation-sheets-for-foundations-and-walls-for-use-with-nzs-36042011-october-2012/
Description. The 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. For assistance with locating previous versions, please contact the …
Calculators and tools | BRANZ
https://www.branz.co.nz/calculators-tools/
NZS 4218:2009 calculation method tool. Select the climate zone and wall construction type (s) and enter area and construction R-values for the various building elements. The tool applies the calculation method automatically, and pass/fail compliance is determined. View more.
Wall bracing | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/wall-bracing
Complete the bracing calculation sheets (see Figures 3–6) to obtain bracing demand. Always use whichever has the higher demand for wind …
Calculating bracing when renovating | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/calculating-bracing-when-renovating
BRANZ help to determine old bracing ratings The details of an existing wall can be confirmed during the deconstruction of the wall. To assist …
Seismic resilience | BRANZ
https://www.branz.co.nz/seismic-resilience/
Bracing calculation sheets for NZS 3604:2011 Timber-framed buildings Use these sheets to determine the wall and foundation bracing elements required to satisfy NZS 3604:2011. They may also form part of the building consent application documentation.
Subfloor bracing | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/subfloor-bracing
Sheets can be downloaded from the Toolbox on the BRANZ website www.branz.co.nz. 2-storey section. Using the calculation sheets (see Figures 4), bracing demand for the 2-storey section is: 1176 BUs for wind across the ridge; 627 BUs for wind along the ridge; 636 BUs for earthquake. Use 1176 BUs for wind across and 636 for both wind along and …
Bracing - BRANZ Build
https://www.buildmagazine.org.nz/assets/import-content/20140521/Build%20141%20Bracing%20Supplement.pdf
2-storey to apex H = 7.1 m, roof height above eaves h = 1.8 m. Note: Where heights don’t exactly match the table, use the next highest bracing unit (BU). For example, in the subfloor structure (using Table 5.5), H = 7.1 m, so round up to 8 m, and h = 1.8 (round down to 1 m, this is a higher BU requirement).
CALCULATING BRACING DEMAND FOR WALLS Wall bracing
https://www.buildmagazine.org.nz/assets/Uploads/Build-133-32-Design-Right-Wall-bracing.pdf
the calculation sheets as the minimum bracing demand required. The minimum bracing demand per bracing line is the greater of: 15 BUs/m of bracing line or 100 BUs or 50% of the total demand, divided by the number of bracing lines in the direction being considered. Minimum BUs per line in example Lower level of the 2-storey (see Figure 3b):
P21 A wall bracing test and evaluation procedure | BRANZ
https://www.branz.co.nz/pubs/technical-papers/p21/
Product Description. Technical Paper P21 outlines the P21 test method for wall bracing elements, which is called up in NZS 3604:2011 Timber-framed buildings as the means to determine wind and earthquake ratings of timber-framed sheet-lined bracing elements for buildings within the scope of NZS 3604. It has been in existence since 1979, and several updates since then have …
For Foundations and Walls
https://d39d3mj7qio96p.cloudfront.net/media/documents/Calculation-sheets-NZS-3604.pdf
Use one sheet for each and circle the appropriate location Box 2 Wind Bracing Demand (Table 5.5 , 5.6 or 5.7) Wind zone (Table 5.1) L / M / H / VH / EH Building height to apex (H) m Roof height above eaves (H) m Note: Tables 5.5, 5.6, 5.7 relate to High wind zone. In other wind zones, multiply the value by the appropriate factor.
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