Difference between revisions of "8.2 - Spans"

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'''Back to main [[Contents]] page'''
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Structural roof decks can be designed for the following span conditions.  It is important that sheet weights and manual handling implications are considered when determining span conditions and detailing sheet lengths.
  
  
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[[File:8.2a.jpg|400px|link=]]
  
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Body - Last line
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The span condition impacts the load resistance of the structural roof deck, therefore it is imperative that sheets are installed in accordance with the detailed design.  Sheets should not be cut to alter span conditon without written consent from the structural engineer and/or the manufacturer. 
  
  
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Other items within 8.0 - Design - Roof deck:-
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Go to '''[[8.3 - Loads|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 11:21, 22 March 2017

Structural roof decks can be designed for the following span conditions. It is important that sheet weights and manual handling implications are considered when determining span conditions and detailing sheet lengths.


8.2a.jpg


The span condition impacts the load resistance of the structural roof deck, therefore it is imperative that sheets are installed in accordance with the detailed design. Sheets should not be cut to alter span conditon without written consent from the structural engineer and/or the manufacturer.




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