Difference between revisions of "6.3 - Shear stud reduction factors"
From TGN Online
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: [[6.6 - Shear stud spacing]] | : [[6.6 - Shear stud spacing]] | ||
: [[6.7 -Transverse reinforcement for composite beams]] | : [[6.7 -Transverse reinforcement for composite beams]] | ||
| − | : [[6.8 - Alternative Shear Connectors] | + | : [[6.8 - Alternative Shear Connectors]] |
Revision as of 10:42, 25 January 2017
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Methods for determining the resistance of shear studs in solid concrete are outlined in BS EN 1994-1-1 and BS5950-3 Section 3.1:1990 +A1 2010. When used in composite decked slabs, these solid slab stud resistances may need to be reduced due to the decking geometry and/or orientation.
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
