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Hollow Core Slab

Hollow Core Slab

Hollow Core Slab

(OP)
thread802-391963: hollow core slab

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

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