Second Edition
(Developed for use with CSA S16-14)
This new edition supersedes the first edition published in 2004 and based on FEMA 350, “Recommended Seismic Design Criteria for New Steel Moment Frame Buildings”. Completely revised and expanded to include reduced beam section, bolted unstiffened and stiffened end-plate, and bolted flange plate moment connections, the second edition presents design provisions comparable to those governing the design of generic beam-to-column connections in ANSI/AISC 358, “Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications”.
For the 3rd edition of Moment Connection for Seismic Applications based on CSA S16:19, see Design Module 7