Session 2: Seismic Design of Steel-Framed Buildings - Considerations for Moderate to High Seismicity PDF Part 2 - Eccentric Connections

Part 2 - Eccentric Connections

•              Longitudinal Branch Plate‐to RHS under plate axial load

Learn about the common North American material specifications and the current changes and updates of those specifications

bending resistance

load ratio

Session 2: Seismic Design of Steel-Framed Buildings - Considerations for Moderate to High Seismicity PDF Part 2 - Eccentric ConnectionsSession 2 0. 10 CEU Duration: 1 h 14 min This is the second session of a two part webinar. For more information or to purchase the CSA standards discussed in this webinar please visit: store. csagroup. org or call 1 800 463 6727 Building on the seismic design concepts introduced in Session 1, this course explores the additional requirements for steel structures in regions of moderate to high seismicity. Participants will learn how to evaluate seismic