DEEP BEAM BEHAVIOR AFFECTED BY LENGTH AND SHEAR SPAN VARIATIONS

THE RESULTS OF AN INVESTIGATION OF 12 REINFORCED CONCRETE DEEP BEAMS ARE DESCRIBED IN WHICH THE VARIABLES A/D AND L/D ARE SYSTEMATICALLY VARIED AND OTHER MAJOR VARIABLES ARE KEPT CONSTANT. THE EFFECTS OF CHANGES IN A/D AND L/D ON FAILURE, DIAGONAL CRACKING, STEEL STRAINS AT THE SUPPORTS, MAXIMUM CRACK WIDTHS, AND MIDSPAN DEFLECTIONS ARE SUMMARIZED. CONCLUSIONS ARE PRESENTED BASED ON THE RESULTS OF THE INVESTIGATION. /AUTHOR/

  • Supplemental Notes:
    • TITLE NO 68-81
  • Authors:
    • Manuel, R F
    • Slight, B W
    • Suter, G T
  • Publication Date: 1971-12

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00209631
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 1 1972 12:00AM