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. | 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. | ||
| − | [[File:6.4a Table.png|400px|link=]] | + | [[File:6.4a Table (V9).png|400px|link=]] |
Latest revision as of 15:19, 16 August 2018
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’
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