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Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Part 1 - 0

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Description

Part 1 - 0

Why Annex M

Section 7 S16:19 Considerations

This is the first session of a three-part webinar

Module 3:  Detailing for Ductility

Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Part 1 - 0Please 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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