Difference between revisions of "8.7 - Cantilevers"
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| − | + | 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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Revision as of 12:52, 25 January 2017
Back to main Contents page
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.
Other items within 8.0 - Design - Roof deck:-
- 8.0 - Design - Roof deck
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Non-fragility
- 8.15 - Diaphragm design
- 8.16 - Protex® warranted insulated system
- 8.17 - Aesthetics
