Tim_B
Structural
- May 11, 2017
- 6
I work for an open we steel joist manufacturer. Occasionally we see EORs specify a minimum required moment of inertia. There are a number of reasons I can imagine them specifying this but I wanted to get a more comprehensive list from this community. If you are a specifying engineer, why might you specify a minimum moment of inertia for an open web steel joist?
Thanks in advance!
Thanks!
Tim_B
Thanks in advance!
Thanks!
Tim_B