The results are presented from an analytical study of wide-flange beams loaded with flexural and torsional loads. Of primary interest has been the determination of maximum design loads, including the interaction effects. The case considered was a wide-flange section with end moments and a central torque. It is suggested that the induced moment about the axis perpendicular to the axis of flexural loading be considered in determining the maximum normal stress for design. Design provisions are given. /ASCE/

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Pastor, T P
    • DeWolf, J T
  • Publication Date: 1979-3

Media Info

  • Features: Appendices; Figures; References; Tables;
  • Pagination: p. 527-538
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00194387
  • Record Type: Publication
  • Report/Paper Numbers: ASCE 14461 Proceeding
  • Files: TRIS
  • Created Date: Jun 13 1979 12:00AM