DEVELOPMENT LENGTH FOR ANCHOR BOLTS
THIS PAPER SUMMARIZES FINDING OF A RESEARCH PROGRAM TO STUDY DESIGN CRITERIA FOR THE PROPER LENGTHS FOR ANCHOR BOLT EMBEDMENT INTO DRILLED SHAFTS. THE PROGRAM INCLUDED A SERIES OF TESTS ON 36 ANCHOR BOLTS RANGING FROM 1 1/4 TO 3 IN. IN DIAMETER WHICH WERE EMBEDDED NEAR THE EDGE OF A SQUARE SHAFT SPECIMEN AND WERE UNDER A COMBINATION OF FLEXURAL TENSION, BOND, AND SPLITTING CONDITIONS APPROXIMATING THOSE IN THE PROTOTYPE. LOADED-END SLIP BEHAVIOR WAS DETERMINED AT NOMINAL WORKING LOADS, AT FIRST YELDING, AND IN MANY CASES AT ULTIMATE CAPACITY. IMPORTANT TRENDS AFFECTING DESIGN PRACTICES ARE INDICATED. /AUTHOR/
- Record URL:
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Supplemental Notes:
- Paper sponsored by Committee on Bridge Design and presented at the 45th Annual Meeting. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Breen, John E
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Discussers:
- Anderson, W C
- Breen, John E
- Publication Date: 1966
Media Info
- Media Type: Digital/other
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: pp 1-23
- Monograph Title: Bridges and structures
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Serial:
- Highway Research Record
- Issue Number: 147
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Anchor bolts; Anchoring; Bonds; Design; Flexure; Length; Tensile strength; Tension
- Uncontrolled Terms: Design criteria
- Old TRIS Terms: Embedments (Concrete)
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00208234
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Nov 18 1994 12:00AM