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Nominal wall bracing - RMIT
https://emedia.rmit.edu.au/dlsweb/Toolbox/buildright/content/bcgbc4010a/11_wall_systems/02_bracing/page_008.htm
Nominal wall bracing. Nominal (minimum) wall bracing is wall framing lined with sheet materials such as plywood, plasterboard, fibre cement or hardboard, or similar. The wall frames are nominally fixed to the floor and the roof or ceiling frame. The maximum amount that can be resisted by nominal wall bracing is 50% of the total racking forces. Nominal wall bracing has to …
Bracing systems - RMIT
https://emedia.rmit.edu.au/dlsweb/Toolbox/buildright/content/bcgbc4010a/11_wall_systems/02_bracing/page_004.htm
Bracing systems. The horizontal loads that winds produce on buildings must be transmitted through the structure to the foundation. In a conventionally constructed house these loads are transmitted to the ground by the complex …
Structural Bracing - BetaBoard
https://www.betaboard.com.au/content/userfiles/files/products/Fibre%20Cement/BRACING%20DESIGN%20GUIDE.pdf
The ULS capacity of nominal bracing walls is given by the code as 0.45kN/m for single-sided walls and 0.75kN/m for double-sided walls. The minimum length for which nominal bracing capacity may be claimed is 450mm. For permissible stress capacity divide by 1.5 Notes 1.
Permanent bracing - RMIT
https://emedia.rmit.edu.au/dlsweb/Toolbox/buildright/content/bcgbc4010a/11_wall_systems/02_bracing/page_006.htm
Nominal wall bracing; ... Permanent bracing must be provided to enable the roof, wall and floor framework to resist the horizontal forces. An appropriate connection is needed to transfer these forces through the framework and sub-floor structure to the building's foundation. When required, bracing within the building is to be constructed into ...
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