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:- | |
| − | + | [[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]] | |
Revision as of 09:15, 25 January 2017
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
