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How to model the frame to get no bending moment in columns
How to model the frame to get no bending moment in columns
Hello guys,
I have another question. How to model properly the wood frame in order to have no bending moment in columns. Because that's how the analyzed building works - wood columns should transfer only axial loads. Please see attached model. I modeled everything as pinned - pinned and I added some additional cross beams to avoid instability. There are still big moments in columns. Is there any way to go around it ? Thanks
