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But I noticed that not in all cases I get 0 value of negative moment, as I said when the beam connects with a shear wall I still have a value for negative moment in connection joint

PhamENG I used it when I drew the beam, so when I can choose from properties of object- moment releases and in this choice I can use continuous or pinned and in that way I drew the pinned beam

Okay I will try to search more about it Thanks alot..

Celt83 thank you for answer but I really want to know more about this, how I didn't use pinned beam and why? When I drew the beam I choose pinned in release moment,so what is the problem? I'm sorry but I can't understand this point I tried to read the Etabs manual but I couldn't find what I want

I noticed that if I used pinned beam or partial fixity in the end of beam which connects with shear wall I get a negative moment in that joint in beam but what if I wanted it to be 0 in that joint?

Okay Thank you for answer Celt83 but what if there is a shear wall instead of the column? Is it still the same connection?

PhamENG ok I understand what you mean and I can see the result but I want to know the difference Like what I said in cases 2 and 3, I think we should get the same results but as I can see in case 2 I get a different value of moment in beam

Sure I know but why there are those difference between them, what is the type of the connection between beam and column in each one of them?

Hi everyone For design a simple frame (2 columns and a beam) in Etabs,I really want to know about the difference between those 3 issues: 1- using a continuous beam in modelling. 2- using a pinned beam in modelling. 3- using a continuous beam with partial fixity at the start and end of beam (...