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Cold-Formed Steel Design (Yu/Cold-Formed Steel Design 4E) || Combined Axial Load and Bending

โœ Scribed by Yu, Wei-Wen; LaBoube, Roger A.

Publisher
John Wiley & Sons, Inc.
Year
2010
Weight
538 KB
Category
Article
ISBN
0470462450

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โœฆ Synopsis

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.

๐Ÿ“œ SIMILAR VOLUMES

Cold-Formed Steel Design (Yu/Cold-Formed
Cold-Formed Steel Design (Yu/Cold-Formed Steel Design 4E) || Conversion Table
โœ Yu, Wei-Wen; LaBoube, Roger A. ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› John Wiley & Sons, Inc. โš– 99 KB

This table contains some conversion factors between U.S. customary and S.I. metric units. See Table 3.3 in Section 3.3.4 for the conversions of the U.S. customary and S.I. metric units into MKS units.