Difference between revisions of "6.0 - Design - Floor deck composite beam design"
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Other items within 6.0 - Design - Floor deck Composite beam design:- | Other items within 6.0 - Design - Floor deck Composite beam design:- | ||
| − | + | : [[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]] | |
| − | [[6.1 - Shear stud LAW (length after weld)]] | + | : [[6.3 - Shear stud reduction factors]] |
| − | + | : [[6.4 - BS EN 1994-1-1 Reduction factors for SMD Products]] | |
| − | [[6.2 - Design rules for minimum degree of connection]] | + | : [[6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products]] |
| − | + | : [[6.6 - Shear stud spacing]] | |
| − | [[6.3 - Shear stud reduction factors]] | + | : [[6.7 -Transverse reinforcement for composite beams]] |
| − | + | : [[6.8 - Alternative Shear Connectors] | |
| − | [[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 | + | |
Revision as of 09:39, 25 January 2017
Back to main Contents page
Body - First line
Body - Last line
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]
