Difference between revisions of "6.4 - BS EN 1994-1-1 Reduction factors for SMD Products"
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| − | + | These figures are calculated in accordance with latest SCI Publication P405 and NCCI document PN001a-GB: Resistance of headed stud shear connectors in transverse sheeting. kmod (modification factor from Table 2.1 of PN001a) is already applied to TR+ values where appropriate. The factors in this table should be applied to the minimum resistance for a stud in a solid slab from equations (6.18) and (6.19) of BS EN 1994-1-1. | |
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| + | [[File:6.4a.jpg|400px]] | ||
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| + | : 1 = Figures are based on 95mm LAW shear studs except TR80+ which is based on 120mm LAW. | ||
| + | : 2 = All factors are based on ‘mesh at nominal top cover’, except Parallel which is based on ‘below head of stud’ | ||
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Revision as of 11:27, 25 January 2017
These figures are calculated in accordance with latest SCI Publication P405 and NCCI document PN001a-GB: Resistance of headed stud shear connectors in transverse sheeting. kmod (modification factor from Table 2.1 of PN001a) is already applied to TR+ values where appropriate. The factors in this table should be applied to the minimum resistance for a stud in a solid slab from equations (6.18) and (6.19) of BS EN 1994-1-1.
- 1 = Figures are based on 95mm LAW shear studs except TR80+ which is based on 120mm LAW.
- 2 = All factors are based on ‘mesh at nominal top cover’, except Parallel which is based on ‘below head of stud’
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
