Difference between revisions of "6.3 - Shear stud reduction factors"

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Methods for determining the resistance of shear studs in solid concrete are outlined in BS EN 1994-1-1 and BS5950-3 Section 3.1:1990 +A1 2010.  When used in composite decked slabs, these solid slab stud resistances may need to be reduced due to the decking geometry and/or orientation.
 
Methods for determining the resistance of shear studs in solid concrete are outlined in BS EN 1994-1-1 and BS5950-3 Section 3.1:1990 +A1 2010.  When used in composite decked slabs, these solid slab stud resistances may need to be reduced due to the decking geometry and/or orientation.
  
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Other items within 6.0 - Design - Floor deck Composite beam design:-
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: [[6.0 - Design - Floor deck composite beam design]]
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Go to '''[[6.4 - BS EN 1994-1-1 Reduction factors for SMD Products|NEXT]]''' section
: [[6.1 - Shear stud LAW (length after weld)]]
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: [[6.2 - Design rules for minimum degree of connection]]
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: [[6.3 - Shear stud reduction factors]]
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: [[6.4 - BS EN 1994-1-1 Reduction factors for SMD Products]]
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: [[6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products]]
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: [[6.6 - Shear stud spacing]]
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: [[6.7 -Transverse reinforcement for composite beams]]
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: [[6.8 - Alternative Shear Connectors]]
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Latest revision as of 09:37, 21 March 2017

Methods for determining the resistance of shear studs in solid concrete are outlined in BS EN 1994-1-1 and BS5950-3 Section 3.1:1990 +A1 2010. When used in composite decked slabs, these solid slab stud resistances may need to be reduced due to the decking geometry and/or orientation.




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