Behavior of Channel Section- Discussion
Behavior of Channel Section- Discussion
(OP)
Dear Engineers,
How the channel steel section is differentiate from other sections.
Behaviour of channel section in minor axis...?
what are the advantage and dis advantage of channel section...?
How the channel steel section is differentiate from other sections.
Behaviour of channel section in minor axis...?
what are the advantage and dis advantage of channel section...?






RE: Behavior of Channel Section- Discussion
Things to like about channels:
1) Their nominal depth is their real depth. This simplifies detailing sometimes.
2) The flat side is easy to connect too. They make great stair stringers.
3) They make slick single member tension only cross braces and RTU frames.
4) Laid flat, six and twelve inch channels can be set into steel roof deck flutes so that you can stack heavy things on roofs.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Behavior of Channel Section- Discussion
so for every vertical load, channel section will prone to behave in both inplane and out off plane moment...
RE: Behavior of Channel Section- Discussion
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Behavior of Channel Section- Discussion
RE: Behavior of Channel Section- Discussion
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.