Thanks again for the responses:
molibden - The local steel fabricators use cold-cambering so plastic deformation by force, and yes they can camber only the cantilever section
retired13, JLNJ & NathanNZ - I agree that when the props are released, it will undergo more deflection and will...
Thanks for the replies.
rapt - I'm only really concerned about the deflection "from flat" or deflection after the concrete has set, not total deflection. If I don't pre-camber the beam then the end of the cantilever beam will be too low for the joinery (which has no real tolerance..)
Tomfh -...
Hi,
I need help with a cantilever concrete mid-floor structure please.
I have cantilever UC beams (2/250UC90's) supporting a V-Span/Unispan concrete deck. The total deflection of the cantilever is around 40mm which is too much for the glazing at the end of the cantilever, thus I will...
