Compactness and bracing recommendations for equal leg single angle beams

Engineering Journal

Volumn 38, Issue 4, 2001, Pages 204-217

  Earls, Christopher J ^a  

^a University of Pittsburgh   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BUCKLING; COMPUTER SIMULATION; DUCTILITY; FINITE ELEMENT METHOD; PLASTICITY TESTING; SPECIFICATIONS; STRUCTURAL DESIGN;

BRACING; SINGLE ANGLE BEAMS;

BEAMS AND GIRDERS;

EID: 0035675190     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (28)

1. A fast incremental/iterative solution procedure that handles 'snap-through'
2. Single angle geometric axis flexural compactness criteria: Horizontal leg tension
3. Geometric axis compactness criteria for equal leg angles: Horizontal leg compression
4. Single angle geometric axis flexure, Part I: Background and model verification
5. Single angle geometric axis flexure, Part II: Design recommendations
6. On geometric factors influencing the structural ductility of compact I-shaped beams
7. On single angle major axis flexure
8. Effects of material property stratification on single angle flexural ductility
9. On the inelastic failure of high strength steel I-shaped beams
10. Practical compactness and bracing provisions for the design of single angle beams
11. Design recommendations for single angle flexural members
12. Effects of material properties on single angle compactness requirements
13. Experiments on high strength steel members
14. Minor axis bending strength of angle beams
15. Geometric axis bending strength of double-angle beams
16. The application of Newton's method to the problem of elastic stability
17. An incremental approach to the solution of snapping and buckling problems
18. Tracing secondary equilibrium paths of elastic framed structures
19. The behaviour of laterally unsupported angles
20. Eccentrically loaded single angle columns