Difference between revisions of "6.6 - Shear stud spacing"
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(Created page with "'''Back to main Contents page''' In accordance with BS EN 1994-1-1 or BS5950-3 Section 3.1:1990+A1 2010, the dimensions and configurations shown in Figs 6.6a to 6.6f...") |
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.185.V2-R51-Single-studs.pdf SMD.DOD.185 - R51 Single studs]''' | ||
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.183.V2-R51-Staggered-studs-@-butt-joint.pdf SMD.DOD.183 - R51 Staggered studs]''' | ||
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.184.V2-R51-Studs-in-pairs-@-butt-joint.pdf SMD.DOD.184 - R51 Studs in pairs]''' | ||
[[File:6.6d.jpg|400px]] | [[File:6.6d.jpg|400px]] | ||
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.182.V2-TR-Single-studs.pdf SMD.DOD.182 - TR+ Single studs]''' | ||
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.180.V2-TR-Staggered-studs-@-butt-joint.pdf SMD.DOD.180 - TR+ Staggered studs]''' | ||
[[File:6.6f.jpg|400px]] | [[File:6.6f.jpg|400px]] | ||
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| + | Refer SMD Detail Sheet '''[https://smdltd.co.uk/wp-content/uploads/2017/01/SMD.DOD_.181.V2-TR-Studs-in-pairs-@-butt-joint.pdf SMD.DOD.181 - TR+ Studs in pairs]''' | ||
Revision as of 11:37, 25 January 2017
Back to main Contents page
In accordance with BS EN 1994-1-1 or BS5950-3 Section 3.1:1990+A1 2010, the dimensions and configurations shown in Figs 6.6a to 6.6f must be followed to ensure the welded shear studs are effective to provide the documented stud resistance values.
Refer SMD Detail Sheet SMD.DOD.185 - R51 Single studs
Refer SMD Detail Sheet SMD.DOD.183 - R51 Staggered studs
Refer SMD Detail Sheet SMD.DOD.184 - R51 Studs in pairs
Refer SMD Detail Sheet SMD.DOD.182 - TR+ Single studs
Refer SMD Detail Sheet SMD.DOD.180 - TR+ Staggered studs
Refer SMD Detail Sheet SMD.DOD.181 - TR+ Studs in pairs
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]
