Welcome to Exercise 11 from the "Geometric Nonlinearity" course available on Structural Academy!

🚀 Unlock the full potential of your Structural Modeling skills with our complete "Geometric Nonlinearity" course. Purchase the course to get access to this and 16 other practical exercises, complemented with model files and extensive theoretical information.

Purchase the course:
[ Ссылка ]

Available in three languages: English, Spanish, and Portuguese (subtitles included).

Exercise description:
This exercise consists of determining the elastic critical moment for lateral buckling of a steel beam.

To do this, we will use buckling analysis to determine the critical moment of a symmetric double-t section beam, with constant depth and equal flanges, subjected to a uniform load applied at:

- The top flange
- The centroid of the section
- The bottom flange

The standard conditions of restraint at each end are:

- Restrained against lateral movement
- Restrained against rotation about longitudinal axis
- Free to rotate in plan

Important note: This Youtube video only contains the introductory videos that explain each chapter. The full course can be accessed at www.structuralacademy.com

свернуть