Structural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length. (1997). Effective length and notional load approaches for assessing frame stability: Implications for American steel design. The Society.
Chicago Style (17th ed.) CitationStructural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length. Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design. New York: The Society, 1997.
MLA (9th ed.) CitationStructural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length. Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design. The Society, 1997.