Change non-linear to linear in truss building

[Anonymous]

I am new to this program and was trying to change non-linear to linear with no success, I have a truss building. Maybe some can help with insight. Also maybe so suggestions on how to better arrange bars for this type of structure.

[Stephane.kapetanovic · Accepted solution]

If you change elements to lattice elements it changes the analysis mode. For example lattice which would include elements in tension only. 

Best Regards