Trausti83
Structural
- Nov 7, 2008
- 2
Hello
I'am rather new to SAFE so please bear with me if the question sounds stupid.
In my model I have beams on columns spanning several spans and I want to calculate the section forces in the beams as if they are not continous over the columns (e.g. I do not want negative moments over the columns). Does anybody know how this is achieved?
I'am rather new to SAFE so please bear with me if the question sounds stupid.
In my model I have beams on columns spanning several spans and I want to calculate the section forces in the beams as if they are not continous over the columns (e.g. I do not want negative moments over the columns). Does anybody know how this is achieved?
