CANeng11
Civil/Environmental
- Feb 18, 2015
- 114
I'm looking for ideas for negating torsion in a steel I-Beam. What we are dealing with is a beam supporting floor joists on one side with the other side being an exterior wall. Have any of you dealt with this type of situation before? The floor joists are a few inches shorter than the steel beam will be, so they aren't flush on the bottom flange.