Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Module 3: Detailing for Ductility

Module 3:  Detailing for Ductility

Why Annex M

• Comparison with traditional component methods and finite element analysis

Curved bridge girders – theory and design example – plate girder

Fall protection systems are critical to the safety of the erecting crews

Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Module 3: Detailing for DuctilityPlease 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