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

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[https://smdltd.co.uk/technical-info/Contents '''Back to main Contents page''']
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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.
 
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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]'''
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Go to '''[[6.4 - BS EN 1994-1-1 Reduction factors for SMD Products|NEXT]]''' section

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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