About this document
5 - Compression Members II by Dani Baddour is a document available to read on EtoBox.
The document discusses local buckling in steel structures, detailing limit states such as flexural and local buckling, and the classification of compression members into slender and nonslender categories. It provides formulas for calculating nominal strength based on local buckling and presents example problems for determining design strength of specific steel columns. The general procedure for design involves assuming a shape, computing its strength, and revising as necessary to ensure safety and economy.
- Author
- Dani Baddour
- Language
- EN