Architectural wall loads

[özenç parlak]

When I put the structure that I have created in ide architecture to ide static, I make zero beam loads that the static software automatically assigns, I only accept the walls coming from the architecture as a load.

 

[özenç parlak]

In addition, when I solve it as fully rigid, it is necessary to enlarge the sections for safety, but there is no problem in semi-rigid, so I wonder if we should avoid semi-rigid solution, it is generally said that it represents the behavior of semi-rigid laying more accurately.

 

[unver]

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[özenç parlak]

you didn't answer my first question

 

[NYILMAZ]

ide architecture, when I ide static the structure that I have created, I make the beam loads automatically assigned by the static software to zero. I only accept the walls coming from the architecture as a load and I would like to get advice from engineers who have experience in this regard and other subtleties of the static solution Thank you in advance

ide it is a more correct method to take the loads of the walls from the architect. the only thing you need to pay attention to is that the wall objects are taken in the correct unit volume weight.