COMBINED SHEAR AND TENSION STRESSES

This paper considers situations where maximum normal and shear stresses occur simultaneously, such as in members subjected to combined bending and torsion or in connection design. The problem is considered briefy from a theoretical viewpoint. A simple empirical equation is proposed for use in practical design. The proposed equation gives results which are in close agreement with those obtained by using Von Mises' yield criterion.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00138029
• Corporate Authors:

  American Institute of Steel Construction

  Wrigley Building, 400 North Michigan Avenue, 8th Floor
  Chicago, IL  United States  60611
• Authors:
  • Goel, S C
• Publication Date: 1986-7

Media Info

• Features: Figures;
• Pagination: p. 124-125
• Serial:
  • Engineering Journal
  • Volume: 23
  • Issue Number: 3
  • Publisher: American Institute of Steel Construction
  • ISSN: 0013-8029

Subject/Index Terms

• TRT Terms: Bending; Design; Equations; Shear stress; Stresses; Tension; Torsion
• Old TRIS Terms: Normal stress
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00462133
• Record Type: Publication
• Files: TRIS
• Created Date: Jan 31 1987 12:00AM