Student Thesis Project: Axial and Flexural Effects of Structural Steel Shapes In Fully Encased Composite Columns Under Eccentric Loads
This study investigates the axial and flexural behavior of structural steel shapes in fully encased composite columns subjected to eccentric loads. It examines how the interaction between the steel section and concrete encasement influences the column’s load-carrying capacity and overall stability. The research aims to provide insights for optimizing the design and performance of composite columns in structural applications.