𝔖 Bobbio Scriptorium
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Probability‐based design of spun concrete beam‐columns

✍ Scribed by Kudzys, Antanas; Kliukas, Romualdas


Book ID
126711178
Publisher
Vilnius Gediminas Technical University
Year
2010
Tongue
English
Weight
833 KB
Volume
16
Category
Article
ISSN
1392-3730

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Partial resistance factor design on stee
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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