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. American Society of Civil Engineers. https://doi.org/10.1061/9780784402306
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, New York: American Society of Civil Engineers, 1997. https://doi.org/10.1061/9780784402306.
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. American Society of Civil Engineers, 1997. https://doi.org/10.1061/9780784402306.