CONCRETE T-BEAMS SUBJECT TO COMBINED LOADING

THE EXPERIMENTAL RESULTS FOR 16 REINFORCED CONCRETE T- BEAM SECTIONS SUBJECTED TO COMBINED BENDING, TORSION, AND SHEAR ARE PRESENTED. THEORETICAL METHODS ARE DERIVED TO PREDICT THE CRACKING AND ULTIMATE CAPACITIES OF REINFORCED CONCRETE T-BEAMS CONTAINING SYMMETRICALLY AND UNSYMMETRICALLY PLACED LONGITUDINAL STEEL WITH STIRRUPS AND SUBJECT TO COMBINED LOADING. /ASCE/

  • Supplemental Notes:
    • 2 APP
  • Authors:
    • Barton, T G
    • Kirk, D W
  • Publication Date: 1973-4

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 687-700
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00209888
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Aug 5 1973 12:00AM