Difference between revisions of "4.9 - Flashings"
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| − | + | : [[4.1 - Benefits of composite metal deck]] | |
| − | + | : [[4.2 - Sheet lengths]] | |
| − | + | : [[4.3 - Temporary propping]] | |
| − | + | : [[4.4 - Lateral restraint and diaphragm action]] | |
| − | + | : [[4.5 - Bearings / Support]] | |
| − | + | : [[4.6 - Fixings]] | |
| − | + | : [[4.7 - Cantilevers]] | |
| − | + | : [[4.8 - Edge trim]] | |
| − | + | : [[4.9 - Flashings]] | |
| − | + | : [[4.10 - Steps in slab]] | |
| − | + | : [[4.11 - End caps]] | |
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Revision as of 09:35, 25 January 2017
Back to main Contents page
Where perimeter beams, or intermediate beams that are to receive shear studs, run parallel to the deck span and the deck width either falls short or is positioned such that a trough is not located over the beam flange, galvanised mild steel flashings should be provided to form a closure to the profile (refer to Fig 4.9b). Flashings are available in 1.0mm, 1.2mm, 1.6mm and 2.0mm gauges; supplied to site in standard 3m lengths. The exact geometry and requirement for these flashings will be detailed on SMD decking layout drawings where provided.
Refer to SMD Data sheet SMD.DOD.172 - TR+ profile slab edge and flashings
Refer to SMD Data sheet SMD.DOD.173 - R51 slab edge and flashings
Other items within 4.0 - Design - Floor deck:-
