𝔖 Bobbio Scriptorium
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Load and resistance factor design of composite columns

✍ Scribed by Jane E. Lundberg; Theodore V. Galambos


Book ID
107915251
Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
457 KB
Volume
18
Category
Article
ISSN
0167-4730

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Partial resistance factor design on stee
✍ Gail F. Kogut; Karen C. Chou πŸ“‚ Article πŸ“… 2004 πŸ› Elsevier Science 🌐 English βš– 287 KB

A single resistance factor is used in typical steel design recommended by the American Institute of Steel Construction. In most cases, the steel shapes are homogeneous and isotropic. Hence, a single resistance factor is sufficient. However, in the case of composite sections, such as concrete-encased