Limit State Response of Composite Columns and Beam-Columns Part II: Application of Design Provisions for the 2005 AISC Specification
Author(s): |
Roberto T. leon
Jerome F. Hajjar |
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Medium: | journal article |
Language(s): | English |
Published in: | Engineering Journal, March 2008, n. 1, v. 45 |
Page(s): | 21-46 |
DOI: | 10.62913/engj.v45i1.927 |
Abstract: |
The 2005 AISC Specification for Structural Steel Buildings contains substantial changes to the design provisions for composite members and composite columns in particular. This paper presents detailed and cross-sectional analysis and design examples for composite columns illustrating the new provisions. The paper focuses on providing a detailed description of the development of simplified equations for the creation of interaction curves for composite beam-columns. This is the second part of a two-part paper; the first paper contains detailed discussion of the development of the new provisions. |
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10782577 - Published on:
17/05/2024 - Last updated on:
17/05/2024