View source for 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products

These figures are calculated in accordance with the latest revision of BS5950-3 Section 3.1:1990 +A1 2010.   The factors in this table should be applied to the minimum resistance for a stud in a solid slab (Qk) from Table 5 of BS5950-3 Section 3.1:1990 +A1 2010.

[[File:6.5a table.png|400px|link=]]

: 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’

	
'''Refer to SCI Publication PN001a-GB NCCI: Resistance of headed stud shear connectors in transverse sheeting'''

'''Refer to SCI Publication PN002a-GB NCCI: Modified limitation on partial shear connection in beams for buildings'''

'''Refer to SCI AD380: What Height of Shear Stud Should be used in Eurocode 4'''

'''Refer to SCI AD174: Shear connection along composite edge beams'''


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