Lateral stability for steel framing
Lateral stability for steel framing
(OP)
I'm working on a small renovation. Adding a couple steel beams supported on new steel columns which will be (located at perimeter of room) to replace existing posts (located in middle of room) and create open space in basement.
I need to provide some lateral stability to this new framing and I'm thinking about connecting back to existing basement masonry wall (or walls?) for support.
Any pitfalls/negatives against this idea? Any tips on best way to make this connection?
Alternatively I could use beam-column moment connection or fixed connection at column base, but I'd prefer not to do either of these due ease of construction, more expensive connections, etc.
I need to provide some lateral stability to this new framing and I'm thinking about connecting back to existing basement masonry wall (or walls?) for support.
Any pitfalls/negatives against this idea? Any tips on best way to make this connection?
Alternatively I could use beam-column moment connection or fixed connection at column base, but I'd prefer not to do either of these due ease of construction, more expensive connections, etc.





RE: Lateral stability for steel framing
Michael.
"Science adjusts its views based on what's observed. Faith is the denial of observation so that belief can be preserved." ~ Tim Minchin
RE: Lateral stability for steel framing
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...