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Concentrated Load (Partial Loading) on Slab

Concentrated Load (Partial Loading) on Slab

Concentrated Load (Partial Loading) on Slab

(OP)
Please can u help me in analysis and design methodology of a slab under concentrated load Using EuroCode .
If i get any example it will be of great help.

Now Your Turn!

RE: Concentrated Load (Partial Loading) on Slab

I am not in a Eurocode justification, but I can try to walk you through the concepts. Is it a structural slab or a slab-on-grade?

In Russia building design you!

RE: Concentrated Load (Partial Loading) on Slab

(OP)
This is a structural slab of panel size 3m x 6m . Slab thickness is 150mm.
And i have to check this slab panel for a concentrated load of 10 KN, position of load may be anywhere .

Now Your Turn!

RE: Concentrated Load (Partial Loading) on Slab

Sounds like homework to me, which is forbidden on the site.

RE: Concentrated Load (Partial Loading) on Slab

Sort of does.

In Russia building design you!

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