Design of Chevron Connections | NCSEA Education Portal

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Description

Centerline models of braced frames do not capture the local forces that occur due to transfer of forces over the connection length rather than at a point. The presentation will provide tools for correctly analyzing the static forces at chevron connections. Additionally, two models of stress will be presented, permitting both simplified and optimized design.

Course will award 1.5 hours of continuing education
This course is Diamond Review approved in 49 states. New York does not accept hours from recordings.

Contributors

Rafael Sabelli, S.E.

Rafael Sabelli, S.E., is a Senior Principal and Director of Seismic Design at Walter P Moore. Rafael has earned a Lifetime Achievement Award and a Special Achievement Award from AISC, as well as the T.R. Higgins Lectureship award. He is a member of the AISC Committee on Specifications, where he is vice-chair of Technical Committee on the Seismic Provisions, and a member of the AISC Committee on Manuals, where he is chair of the Seismic Design Manual committee. He is also the past President of the Structural Engineers Association of California.

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Description

Contributors

Rafael Sabelli, S.E.