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This chapter explores the failure modes of beam columns, emphasizing the appropriate AISC specifications for structural design. It includes practical examples demonstrating the verification of adequacy in structural members and the calculations necessary for assessing design moments and capacities. The importance of understanding inelastic buckling and moment magnification in design considerations is also highlighted.
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References
22.pdfClass Notes
Memorization
What we have learnt
- Beam columns can fail due t...
- AISC specifications provide...
- Calculating moment capacity...
Final Test
Revision Tests
What we have learnt
- Beam columns can fail due to various modes that must be carefully evaluated.
- AISC specifications provide essential guidelines for structural design.
- Calculating moment capacity is crucial for ensuring structural integrity.
Key Concepts
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Term: Inelastic Buckling
Definition: A failure mode where the buckling strength of a member decreases under the influence of axial loads, influenced by the inelastic behavior of materials.
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Term: Moment Capacity
Definition: The maximum moment that a structural member can resist without failing, important for load-bearing design.
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Term: AISC Specifications
Definition: Standards published by the American Institute of Steel Construction, detailing requirements and procedures for steel structure design.