abusementpark
Structural
- Dec 23, 2007
- 1,086
In general for structural steel, does a beam framing into a girder prevent twist enough to be considered a brace point for the purposes of lateral torsional bucking?
If it is a W18 framing into a W21, then I would definitely say yes. But what about more questionable situations like a W12 framing into a W24?
If it is a W18 framing into a W21, then I would definitely say yes. But what about more questionable situations like a W12 framing into a W24?