Stability Design; 2nd Order Effect; Beam-Column Interaction

This video is part of The course: Design and Behavior of Steel Structures 2 - CES342 - 2021/2022 Recommended sources: * Sputo, Thomas. "History of steel beam-column design." Journal of Structural Engineering 119.2 (1993): 547-557. https://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(1993)119:2(547) * The AISC Direct Analysis Method from Soup to Nuts: https://www.youtube.com/watch?v=Xm0nn_lm5cg * Williams, Alan, and C. Eng. Steel Structures Design: ASD/LRFD: Chapter 7 https://www.pdfdrive.com/steel-structures-design-asdlrfd-d157794169.html View the whole playlist here: https://www.youtube.com/playlist?list=PL-TerQ8u_MHBbQuAUQSKRn69j_njp9cjG 00:00 Introduction 01:10 Stability Design 03:31 Effective Length vs Direct Analysis Method 15:36 Second Order Effect 23:00 PΔ and Pδ 26:39 Moment Magnification (approx. method) 31:33 Interaction Introduction 35:00 History of Interaction Equations in AISC 43:29 Reflections on Design Codes 47:08 Interaction Equation Concept 52:06 AISC 1986 Interaction Equations 1:00:27 ECP case of Axial + Uniaxial Moment Disclaimer: This video is made by a student. The subject described within is prune to error due to this student's own shortcomings, as well as his human nature. This video is a supplementary material, not a complete alternative to the course program provided by the university.