Single angle geometric axis flexural compactness criteria: Horizontal leg tension

Journal of Structural Engineering

Volumn 127, Issue 6, 2001, Pages 616-624

  Earls, Christopher J ^a,b  

^a ASCE ^*  (United States)

^b University of Pittsburgh   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

PLASTIC ANALYSIS; SINGLE ANGLE BEAMS;

ANGLE MEASUREMENT; FINITE ELEMENT METHOD; PLASTIC BUILDING MATERIALS; STEEL STRUCTURES;

DUCTILITY;

EID: 0035369423     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:6(616)     Document Type: Article

References (18)

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3. Practical compactness and bracing provisions for the design of single angle beams
4. On the inelastic failure of high strength steel I-shaped beams
5. Single angle geometric axis flexure. I: Background and model verification
6. Single angle geometric axis flexure. II: Design recommendations
7. Geometric factors influencing the structural ductility of compact I-shaped beams
8. Properties of steel for use in LRFD
9. The behaviour of laterally unsupported angles
10. Minor axis bending strength of angle beams
11. Geometric axis bending strength of double-angle beams
12. Tracing secondary equilibrium paths of elastic framed structures