Development Length for Anchor Bolts

Details

• Creators:
  Breen, John E.
• Corporate Creators:
  University of Texas at Austin. Center for Highway Research
• Corporate Contributors:
  Texas. Highway Department ; United States. Department of Commerce. Bureau of Public Roads
• Subject/TRT Terms:
  • Anchor bolts
  • Anchoring
  • Bonds
  • Design
  • Flexure
  • Length
  • Tensile strength
  • Tension
• Publication/ Report Number:
  Report 0-53-1F, THD Study 3-5-63-53
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States
• Corporate Publisher:
  University of Texas at Austin. Center for Highway Research
• Description:
  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 yielding, and in many cases at ultimate capacity. Important trends affecting design practices are indicated.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/77444/dot_77444_DS1.pdf
• File Type:
  [PDF - 3.92 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:201d561d2090f46bf90444ba24057577f28f58739f14e085bbb875ebac9063d96a60f7aa1f068f5f54f08e80a5e2cbbcce1b0970ebd9a796ca0b5d6c7ede3ad4