Eurocode 3 - Accepted max deflection?
Eurocode 3 - Accepted max deflection?
(OP)
Hi,
What's the accepted maximum deflections of a beam according to Eurocode 3?
Back in school I was told that L/400 is a good advice to follow. But where does that statement origin from?
(I know EC5 have chart for this, but I haven't seen anything like that in EC3)
Thanks in advance!
What's the accepted maximum deflections of a beam according to Eurocode 3?
Back in school I was told that L/400 is a good advice to follow. But where does that statement origin from?
(I know EC5 have chart for this, but I haven't seen anything like that in EC3)
Thanks in advance!
"If you're not part of the solution, you're part of the problem" - John McClane,Die hard





RE: Eurocode 3 - Accepted max deflection?
The base version of EC3 doesn't specify the deflection limits (see sections 7.2.1 and 7.2.2). These are specified in each country's National Annex.
The following documents from the ACCESS Steel Database provide these limits as well (these are simple to find in google):
NCCI 01: Vertical and horizontal deflection limits for multi-storey buildings
NCCI 35: Practical deflection limits for single storey buildings
Hope it helps
RE: Eurocode 3 - Accepted max deflection?
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