Shear connectors - full composite action
Shear connectors - full composite action
(OP)
How do you determine the number of connectors or size of weld to ensure full composite action between 2 connected members?
Say.... 2 nested decks or WT + Wide flange etc. How would the number of connectors affect the deflection?
Say.... 2 nested decks or WT + Wide flange etc. How would the number of connectors affect the deflection?






RE: Shear connectors - full composite action
RE: Shear connectors - full composite action
What do you mean by full VQ/I? Isn't it still based on the actual loads or is this a higher V based on member capacity?
RE: Shear connectors - full composite action
Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
RE: Shear connectors - full composite action
RE: Shear connectors - full composite action