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reconfiguration des connexions
Building on a previous CISC-funded research project
All design procedures follow the National Building Code of Canada (2015) and CSA S16‑14
while Session 2 addresses the additional design considerations required for moderate to high seismicity
Dissecting a Diaphragm stiffened end-plate reconfiguration des connexionsPlease note that this recording is from an earlier date. Webinar 0. 075 CEU Duration: 51 m Presented by Thomas Sputo, Ph. D., Technical Director at Steel Deck Institute The inner workings of a steel deck diaphragm may seem to be baffling to some, and blind reliance on published strength and stiffness tables often becomes the mode of operation. Rather than this blind reliance, understanding exactly what are the variables that control the strength and
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