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Module 3: Detailing for Ductility
• Longitudinal Through Plate‐to‐CHS under plate shear load
Why Annex M
Curved bridge girders – theory and design example – plate girder
Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication to complete the course materialPlease note that this recording is from an earlier date. Webinar 0. 075 CEU Duration: 59 m Presented by Joshua Woods Assistant Professor at Queen's University The use of steel timber composite floor systems in modern construction offers an opportunity for a new lightweight, sustainable, and efficient floor system that can replace conventional steel concrete composite systems. In this approach, the concrete topping is replaced with engineered wood
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