Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Section 7 S16:19 Considerations

Section 7 S16:19 Considerations

• Comparison with traditional component methods and finite element analysis

covers traditional methods for determining the resistance of fillet weld groups in connections of various configurations which are subject to an eccentric point load applied either in-plane or out-of-plane

Curved bridge girders – theory and design example – plate girder

Module 3:  Detailing for Ductility

Structural Behaviour of Sustainable and Efficient Steel-Timber Composite Floor Systems fabrication Section 7 S16:19 ConsiderationsPlease 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