Cita APA

American Society of Civil Engineers (ASCE), & 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. Nueva York, Estados Unidos: American Society of Civil Engineers (ASCE).

Citación estilo Chicago

American Society of Civil Engineers (ASCE), y Structural 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. Nueva York, Estados Unidos: American Society of Civil Engineers (ASCE), 1997.

Cita MLA

American Society of Civil Engineers (ASCE), y Structural 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. Nueva York, Estados Unidos: American Society of Civil Engineers (ASCE), 1997.