neukcm
Structural
- May 3, 2015
- 63
thread802-391963
I am using hollow core slab and have it modelled as membrane instead of shell elements. But i am a bit confused, will the distribution of loads (selfweight + live loads) will all be one way? even if my rectangular slab is supported by 4 beams along its perimeter? Thanks for enlightenment.
Neukcm
I am using hollow core slab and have it modelled as membrane instead of shell elements. But i am a bit confused, will the distribution of loads (selfweight + live loads) will all be one way? even if my rectangular slab is supported by 4 beams along its perimeter? Thanks for enlightenment.
Neukcm
