SPLICES AND ANCHORAGES IN ONE-WAY SLABS REINFORCED WITH DEFORMED WIRE FABRIC

FORTY-EIGHT SLABS WERE TESTED TO DETERMINE THE SPLICE AND ANCHORAGE REQUIREMENTS OF DEFORMED WIRE AND DEFORMED WIRE FABRIC. THE BEHAVIOR OF THE SLABS, DURING THE TESTS ARE DESCRIBED. SIMPLE CONSERVATIVE DESIGN EQUATIONS, TAKING INTO CONSIDERATION THE BOND, WELD AND CONCRETE STRENGTHS, ARE DEVELOPED FOR COMPUTING THE SPLICE AND ANCHORAGE LENGTHS. /AUTHOR/

  • Supplemental Notes:
    • Vol 67, No 8, PP 636-641, 4 TAB, 4 REF, 1 APP
  • Authors:
    • Lloyd, J P
    • Kesler, C E
  • Publication Date: 1970-8

Media Info

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Filing Info

  • Accession Number: 00209334
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Nov 3 1970 12:00AM