Difference between revisions of "7.2 - Fixing tool and stud welding gun restrictions"
From TGN Online
(Created page with "'''Back to main Contents page''' Body - First line Body - Last line ---- Other items within 7.0 - Design - Floor deck, Considerations:- : 7.1 - Falls and ram...") |
|||
| Line 3: | Line 3: | ||
| − | + | Where deck, edge trim or shear studs are to be installed to beams with obstructions within 570mm of the top of steel level, it may not be possible to achieve the required detail on site. Consideration must be given to sequence of works and possibly the design of non-composite beams in such locations. | |
| − | + | ||
| + | [[File:7.2a.jpg|400px]] | ||
| + | |||
| + | |||
| + | Refer to '''[https://smdltd.co.uk/wp-content/uploads/2016/06/SMD.DOD_.164.V4-Fixing-tool-access-restrictions-and-guidance.pdf SMD.DOD.164 - Fixing tool access restrictions and guidance]''' | ||
| + | |||
| + | |||
| + | [[File:7.2b.jpg|400px]] | ||
Revision as of 12:03, 25 January 2017
Back to main Contents page
Where deck, edge trim or shear studs are to be installed to beams with obstructions within 570mm of the top of steel level, it may not be possible to achieve the required detail on site. Consideration must be given to sequence of works and possibly the design of non-composite beams in such locations.
Refer to SMD.DOD.164 - Fixing tool access restrictions and guidance
Other items within 7.0 - Design - Floor deck, Considerations:-
- 7.1 - Falls and ramps
- 7.2 - Fixing tool and stud welding gun restrictions
- 7.3 - Concrete encased beams
- 7.4 - Durability
- 7.5 - Aggressive environments
- 7.6 - Vibration
- 7.7 - Acoustics
- 7.8 - Thermal mass
