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/
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Supplemental Notes:
- Vol 67, No 8, PP 636-641, 4 TAB, 4 REF, 1 APP
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Authors:
- Lloyd, J P
- Kesler, C E
- Publication Date: 1970-8
Media Info
Subject/Index Terms
- TRT Terms: Anchorages; Deformed bars; Design; Fabrics; Slabs; Splicing; Wire
- Uncontrolled Terms: Design criteria
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00209334
- Record Type: Publication
- Files: TRIS
- Created Date: Nov 3 1970 12:00AM