composite slab on cantilever beam
composite slab on cantilever beam
(OP)
Just wondering composite slab on cantilever beam, the slab will crack in tension, so cantilevered portion of beam can not be treated as composite, can only be checked with non-composite.
For the non-cantilevered portion of beam, any problem to be treated as composite?
For the non-cantilevered portion of beam, any problem to be treated as composite?






RE: composite slab on cantilever beam
RE: composite slab on cantilever beam
RE: composite slab on cantilever beam
The part that's between the two supports, both ends are negative moments, should I check with middle non-cantilever part as composite or non-composite?
RE: composite slab on cantilever beam
RE: composite slab on cantilever beam
If a partial distance of the span is in negative bending - we usually ignore the composite action. I believe that RISA and maybe RAM simply negate any composite if there is any negative moments at all.
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RE: composite slab on cantilever beam
That's exactly what I want to hear, thanks!
RE: composite slab on cantilever beam