DESIGN OF BRACED STEEL I-BEAM ASSEMBLIES WITHOUT RIGID DECKING

Various arrangements of braced steel I-beam assemblies (without rigid decking) occur at the construction stages of composite bridges and in many permanent structures. Design difficulty relating to the preservation of stability and dimensional tolerance (avoiding overstress) for these structures has been experienced and witnessed. This paper identifies appropriate methods for checking the adequacy of typical steelwork arrangements. (A)

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  • Find a library where document is available. Order URL: http://worldcat.org/issn/14665123
• Corporate Authors:

  SETO LTD

  11 UPPER BELGRAVE STREET
  LONDON,   United Kingdom  SW1X 4535
• Authors:
  • JEFFERS, E
• Publication Date: 1997-8-5

Language

• English

Media Info

• Features: References;
• Pagination: p. 253-8
• Serial:
  • Structural Engineer
  • Volume: 75
  • Issue Number: 15
  • Publisher: Institution of Structural Engineers
  • ISSN: 1466-5123

Subject/Index Terms

• TRT Terms: Bridges; Design; Steel; Strength of materials
• ITRD Terms: 3455: Bridge; 9011: Design (overall design); 4542: Steel; 5544: Strength (mater)
• Subject Areas: Bridges and other structures; Design;

Filing Info

• Accession Number: 00741039
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD
• Created Date: Oct 30 1997 12:00AM