I have a bridge modeled in leap bridge steel and trying to understand the analysis results. What is the flange lateral moment in the results for dead or live loads? Are the lateral moments the same for top and bottom flange?
Thank you,
Tewodros
One further question I have is, is the flange lateral moment the same for top flange and bottom flange?
The flange lateral moment is same for top flange and bottom flange.
I hope it helps.
Thanks, it does help a lot.
You are welcome.
I'm glad i was able to help you with this issue.