Top Banner
Effect of Shear Tab Connection on Lateral Torsional Buckling Capacity of W-Shape Beam Pronob Kumar Ghosh A Thesis in The Department of Building, Civil and Environmental Engineering Presented to Partial Fulfillment of the Requirements For the Degree of Master of Applied Science (Civil Engineering) at Concordia University Montreal, Quebec, Canada December 2021 © Pronob Kumar Ghosh, 2021
120

Effect of Shear Tab Connection on Lateral Torsional Buckling Capacity of W-Shape Beam

May 19, 2023

Download

Documents

Sophie Gallet
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.