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Bracing Calculation Sheets for Foundations and Walls, for ...
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 …
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). These tables
Calculators and tools | BRANZ
https://www.branz.co.nz/calculators-tools/
BRANZ CO₂NSTRUCT provides values for embodied greenhouse gas and energy for some construction materials. ... Bracing calculation sheets for foundations and walls for use with NZS 3604:2011. Download [PDF, 400KB] ... up in NZS 3604:2011 Timber-framed buildings as the means to determine wind and earthquake ratings of timber-framed sheet-lined ...
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 or earthquake – these have been highlighted in 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
CALCULATING BRACING DEMAND FOR SUBFLOORS …
https://www.buildmagazine.org.nz/assets/Uploads/Build-132-38-Design-Right-Subfloor-Bracing2.pdf
article from www.branz.co.nz/welcome_to_ build then Design Right. minimum capacity of subfloor bracing lines is the greater of: • 100 BUs • 15 BU/m of bracing line • 50% of the total bracing demand, divided by the number of bracing lines in the direction being considered. See Table 1 where this has been worked through.
Calculating bracing when renovating | BRANZ Build
https://www.buildmagazine.org.nz/index.php/articles/show/calculating-bracing-when-renovating
Figure 1 Bracing can be located in internal walls on bracing lines. Manufacturer bracing ratings for new work. Manufacturers usually give the bracing rating in BUs for their proprietary wall systems. Ratings are calculated using the P21 test, developed by BRANZ to evaluate the bracing capacity of wall systems.
BRANZ Appraisals Product
https://d39d3mj7qio96p.cloudfront.net/media/documents/928.pdf
The sheets have a taper on the two long sheet edges. GIB Braceline® has a sheet width of 1200 mm and 1350 mm, and is available in lengths of 2400 mm, 2700 mm, 3000 mm, 3600 mm and 4800 mm. The nominal sheet weight is 9 kg/m² for 10 …
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):
BRANZ Study Report
https://d39d3mj7qio96p.cloudfront.net/media/documents/P21-A-wall-bracing-test-and-evaluation-procedure.pdf
A wall bracing test and evaluation procedure BRANZ Technical Paper P21 ... Sheet lining Wall lining material formed from large (typically 2.4 m x 1.2 m) sheets, typically fixed to the frame with discrete ... EQ Calculation parameter being the ultimate earthquake rating of a single wall at a target displacement (kN). BR EQ
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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