Moment frame using cold-formed steel section

[johnbridge231]

Hello,
I would like to aks if anyone can suggest a reference or a book regarding the use of cold formed sections at rigid or semi-rigid moment connections. I am working with Eurocode 3, Part 1-3, which does not seem to cover this range of connections enough.
Any help is appreciated.

Thank you.

Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis

http://www.engissol.com/cross-section-analysis-design.html

 

[johnbridge231]

anyone?

Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis

http://www.engissol.com/cross-section-analysis-design.html

 

[wannabeSE]

John,

Have you looked at AISI S110, Standard for Seismic Design of Cold-Formed Steel Structural Systems - Special Bolted Moment Frames. I have not. But, a quick goggle search yielded this article:

http://www.smdisteel.org/~/media/Fi...mes Capacity Requirements - Sato and Uang.pdf

In the past, I saw an AISI Research Report on Cold Formed framed used in storage racks. But, I assumed that you are looking for information on buildings.

 

[johnbridge231]

Thank you very much.

Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis

http://www.engissol.com/cross-section-analysis-design.html