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Calculating bracing when renovating | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/calculating-bracing-when-renovating
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.
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/
Bracing Calculation Sheets for Foundations and Walls, for use with NZS 3604:2011, October 2012 (https://codehub.building.govt.nz/resources/bracing-calculation-sheets-for-foundations-and-walls-for-use-with-nzs-36042011-october-2012/#resource-detail) Description. The calculation sheets A and B may be used to determine the wall and foundation bracing …
For Foundations and Walls
https://d39d3mj7qio96p.cloudfront.net/media/documents/Calculation-sheets-NZS-3604.pdf
BOX 5 CALCULATION WIND BRACING DEMAND (ACROSS) across WIND BRACING DEMAND (ALONG): EARTHQUAKE BRACING DEMAND: Multiply “W ” (from Box 2) x “L” (from Box 4) to find the Bracing Units required to resist wind across the ridge. Transfer this value to the appropriate box halfway down column 7 of sheet B. Multiply “W
Bracing - BRANZ Build
https://www.buildmagazine.org.nz/assets/import-content/20140521/Build%20141%20Bracing%20Supplement.pdf
Bracing elements to resist wind are placed in line with the ridge and wind direction (see Figure 2). To calculate the required bracing units along the building, multiply W by the value in the right-hand ‘Along’ column in NZS 3604:2011 Table 5.5 (subfloor), 5.6 (upper or single-level walls) or 5.7 (lower of 2 storeys).
CALCULATING BRACING DEMAND FOR WALLS Wall …
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):
Wall bracing | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/wall-bracing
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 …
BRANZ Study Report
https://d39d3mj7qio96p.cloudfront.net/media/documents/P21-A-wall-bracing-test-and-evaluation-procedure.pdf
By definition, 1 kN = 20 bracing units. It is also used in NZS 3604 to express the magnitude of wind and earthquake bracing demand. Cyclic displacement set A set of three displacement cycles to a designated displacement, first in a positive direction and then in a negative direction.
CALCULATING BRACING DEMAND FOR SUBFLOORS …
https://www.buildmagazine.org.nz/assets/Uploads/Build-132-38-Design-Right-Subfloor-Bracing2.pdf
As the roof is over 25°. , when considering wind on the 2-storey part of the building, use the overall dimensions of the roof for the width and length. So, 2-storey section building dimensions are: Length = 10.6 + 0.300 + 0.300 = 11.2 m. Width = 5.0 + 0.300 + 0.300 = 5.6 m.
NZS 4218:2009 calculation method tool | BRANZ
https://www.branz.co.nz/energy-efficiency/nzs-42182009-calculation-method-tool/
Select the climate zone from the drop-down list. Select the wall construction type from the drop-down list. If mixed construction (wall construction type option 4) selected, enter the percentages of wall area (excluding glazing) of different types. The ‘Any wall type' percentage is …
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