Load Type-code parameters

[Anonymous]

Hello, 

I have a doubt about the code parameters in Steel beams verification. I´ve watched the Eurocode verification document with some examples, and I don´t know why in the example shown in the picture, it´s marked the uniform momento distribution (yellow one) instead of the read one with no moments in the extremes. dependind on which parameter is marked the solicitation ratio changes a lot. Does anybody know it? 

Thank you in advance.

[Artur.Kosakowski · Accepted solution]

Hi @Anonymous

Actually these are the default settings which were left as they were as the verification is for pure compression with no LTB.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Anonymous]

Hi @Artur.Kosakowski

So that load types are only taken into account for the lateral buckling study??

In that case you should mark the red one instead of the uniform moment, shouldn´t you?

Thank you very much.

[Artur.Kosakowski]

Hi @Anonymous

I'd rather marked the 3rd option.