Hi everyone,
Is it possible to do a load evaluation for negative moment? It seems like when you run a load evaluation for moment, the default “Type” is always positive (see photos below). I'm trying to find the live load capacity factor for girders over a fixed support (negative moment).
Thanks in advance,
Nicole
I am also having this issue, does someone have any solution for this Walgreenslistens? kindly share your views, thanks in advance.
The user was working on Canadian Code and for CHBDC code the RF for negative LL is not available.