Effective length and notional load approaches for assessing frame stability implications for American steel design

Effective length and notional load approaches for assessing frame stability implications for American steel design

Dades bibliogràfiques
Autor corporatiu: Structural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length
Format: Electronic Resource
Idioma:English
Publicat: New York, New York American Society of Civil Engineers [1997]
Matèries:
Building, Iron and steel.
Structural frames > Design and construction.
Structural stability.
Load factor design.
Steel, Structural.
Electronic books.
Accés en línia:Available for University of the Philippines Diliman College of Engineering via ASCE Library. Click here to access
Also available remotely for University of the Philippines Diliman College of Engineering via ASCE Library. Click here to access thru EZproxy