Strength of Biaxially Crooked Jumbo Columnsby Le-Wu Lu, Lehigh Univ, United States,
Yixian Gu, Lehigh Univ, United States,
Chia-Ming Lu, Lehigh Univ, United States,
Sheng-Jin Chen, Lehigh Univ, United States,
Abstract: The ultimate strength of axially loaded jumbo columns with biaxial initial out-of-straightnesses is analyzed by the finite element method. The analysis makes use of the measured residual stresses on a W14 × 455 section and assumed as well as measured camber and sweep. The ultimate strengths are compared with those of uniaxially crooked columns and of a light column. Comparison is also made with the column formulas in the AISC Load and Resistance Factor Design Specification.
Subject Headings: Load and resistance factor design | Steel columns | Structural strength | Finite element method | Steel structures | Ultimate strength | Axial loads
Services: Buy this book/Buy this article
Return to search