Hey Vasiliy. Check section 2.4.2.2 in Eurocode 2. Then you will need to refer to national annex and look for the nationally determined parameters. Let me know if it is not clear.
@@IamDilakshana, thank you. How about EN1993? What is the coefficient for guys, pre-stressed X-bracing, etc? In Eurocode 3 I did not find these requirements.
Its a helpful video, but is there a mistake in Load Combo for for Eq 6.10b? The factor on WD changes from 1.5 to 0.75 at 11:54 . Shouldn't it just be 1.5, this means the load is 2.3kN/m^2 not 2.00. Doesn't change the overall result, but I just wanted to check I hadn't missed anything. Thanks
Thanks for video i jut wonder somethink i live in UK if i work as A structural engineer it is okey if i use eurocode or i have to use british standard bs5950? thanks
Kenan Taylan Under the Public Procurement Directive, the Member States must accept designs to the Eurocodes. Eurocodes are the standard technical specification for all public works contracts: where a contract for a public body contains a technical specification this should reference the appropriate European Standards. Whilst it will not be mandatory to design to the Eurocodes in the UK, should a designer propose alternative design standards, they will have to demonstrate that the alternative is of 'technical equivalence' to a Eurocode solution. As the British Standards Institution (BSI) will not maintain the withdrawn UK standards, in reality there will be little option but to use the Eurocodes. - extracted from Standards for Highways.
