𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Inelastic Bending Capacity of Cold-Formed Steel Members

✍ Scribed by Shifferaw, Yared; Schafer, B. W.

Book ID
125501747
Publisher
American Society of Civil Engineers
Year
2012
Tongue
English
Weight
867 KB
Volume
138
Category
Article
ISSN
0733-9445

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Cold-Formed Steel Design (Yu/Cold-Formed
Cold-Formed Steel Design (Yu/Cold-Formed Steel Design 4E) || Combined Axial Load and Bending
✍ Yu, Wei-Wen; LaBoube, Roger A. πŸ“‚ Article πŸ“… 2010 πŸ› John Wiley & Sons, Inc. βš– 538 KB

If twisting is prevented by properly designed bracing, the member will fail only flexurally by yielding or local buckling. When the bending moment is applied in any plane other than the plane of symmetry, the member will fail in the flexural-torsional buckling mode.

Cold formed steel members and structures
Cold formed steel members and structures: General Report
✍ J Rondal πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 32 KB

The aim of this report is to give a review of some recent progresses in the field of coldformed steel members. Particular emphases are given to progresses in the field of distortional buckling and in recent development of new types of joints.