A Summary of Changes and Derivation of LRFD Bolt Design Provisions
| Author(s): |
Charles J. Carter
Raymond H. R. Tide Joseph A. Yura |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, September 1997, n. 3, v. 34 |
| Page(s): | 75-81 |
| DOI: | 10.62913/engj.v34i3.686 |
| Abstract: |
Technical changes made in the 1994 RCSC LRFD Specification for Structural Joints Using ASTM A325 or A490 Bolts include such areas as shear-tension interaction for high-strength bolts in bearing connections and clear distance- based bolt bearing strength. In this paper, corresponding changes are proposed for the AISC LRFD Specification for Structural Steel Buildings and the supporting background information is summarized. Additionally, a change is proposed for the service-load slip resistance reduction factor for shear-tension interaction in slip-critical connections in both documents. Finally, a change made in 1993 AISC LRFD Specification Section J8.1 covering bearing strength of pins is documented. |
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