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Steel Arch-bridge Design and Construction Using the Swing Method CSA S16-14 Module 2: Capacity Design

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Description

Module 2: Capacity Design

the classification of cross sections

The root of this challenge is often a mismatch: we apply a 'complicated' mindset—perfect for tasks we can control—to 'complex' problems that are inherently unpredictable

CISC Connections 1: Design of Steel Connections

Duration: 1 h 25 m

Steel Arch-bridge Design and Construction Using the Swing Method CSA S16-14 Module 2: Capacity DesignPlease note that this recording is from an earlier date. Webinar 0. 075 CEU Duration: 57 m Presented by Sbastien Galipeau, ing. and Etienne Gill Lachance, ing. In 2024, the Ministre des Transports et de la Mobilit durable began replacing a reinforced concrete structure that had reached the end of its service life. The new road alignment posed significant challenges for bridge construction. First, the valley was wider at this location. Additionally,

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