Composite Slab on continuous beams
Composite Slab on continuous beams
(OP)
Can someone explain to me why it's not a good idea to have composite slab on continuous beams, with regard to negative bending moments?
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Composite Slab on continuous beams
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RE: Composite Slab on continuous beams
Also columns for composite beams often carry up through to support the roof and the beams are 'naturally' interrupted
I've used composite beams continuously without problem, but have staggered the studs on the beam and sawcut down the centre of the beam.
RE: Composite Slab on continuous beams
RE: Composite Slab on continuous beams