Difference between revisions of "8.7 - Cantilevers"

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The maximum cantilever figures indicated in '''[[8.1 - Quality|Section 8.1]]''' are based on a point load of 0.9kN positioned at the end of the cantilever.  Cantilevers must be stiffened with a suitable flashing fixed to the end of the decking at every rib position to prevent spread of the deck profile; refer to Fig.  8.7a.
  
  
 
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[[File:8.7a.jpg|400px|link=]]
The maximum cantilever figures indicated in this document are based on a point load of 0.9kN positioned at the end of the cantilever.  Cantilevers must be stiffened with a suitable flashing fixed to the end of the decking at every rib position to prevent spread of the deck profile; refer to Fig.  8.7a.
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[[File:8.7a.jpg|400px]]
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Other items within 8.0 - Design - Roof deck:-
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Go to '''[[8.8 - Sheet lengths|NEXT]]''' section
: [[8.0 - Design - Roof deck]]
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: [[8.1 - Quality]]
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: [[8.2 - Spans]]
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: [[8.3 - Loads]]
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: [[8.4 - Standard end laps]]
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: [[8.5 - Extended end laps]]
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: [[8.6 - Raking supports and cutting]]
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: [[8.7 - Cantilevers]]
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: [[8.8 - Sheet lengths]]
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: [[8.9 - Fire rating]]
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: [[8.10 - Durability]]
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: [[8.11 - Acoustics]]
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: [[8.12 - Airtightness]]
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: [[8.13 - Fixing specification]]
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: [[8.14 - Non-fragility]]
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: [[8.15 - Diaphragm design]]
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: [[8.16 - Protex® warranted insulated system]]
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: [[8.17 - Aesthetics]]
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Latest revision as of 10:16, 11 December 2017

The maximum cantilever figures indicated in Section 8.1 are based on a point load of 0.9kN positioned at the end of the cantilever. Cantilevers must be stiffened with a suitable flashing fixed to the end of the decking at every rib position to prevent spread of the deck profile; refer to Fig. 8.7a.


8.7a.jpg




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