Difference between revisions of "6.1 - Shear stud LAW (length after weld)"
From TGN Online
| Line 6: | Line 6: | ||
| − | ''' | + | '''[https://smdltd.co.uk/wp-content/uploads/2016/06/SMD.DAT_.152.V4-Best-Practice-Data-Sheet-DATA.11-SMD-Shear-Studs.pdf Refer to SMD Data sheet 11]''' |
Revision as of 10:30, 25 January 2017
Back to main Contents page
When installing shear studs, the length after weld should extend at least 35mm above the top of the main ribs in the deck profile. Therefore, the minimum stud height after weld should be 95mm for TR60+ or R51 and 115mm for TR80+. The recommended minimum concrete cover to the top of the stud is 15mm, this should be increased to 20mm if the shear stud is to be protected against corrosion, as specified in BS5950-4.
Other items within 6.0 - Design - Floor deck Composite beam design:-
- 6.0 - Design - Floor deck composite beam design
- 6.1 - Shear stud LAW (length after weld)
- 6.2 - Design rules for minimum degree of connection
- 6.3 - Shear stud reduction factors
- 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products
- 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products
- 6.6 - Shear stud spacing
- 6.7 -Transverse reinforcement for composite beams
- [[6.8 - Alternative Shear Connectors]
