Summary of changes and derivation of LRFD bolt design provisions

被引：0
|
作者：
Carter, Charles J. [1 ]
Tide, Raymond H.R. [1 ]
Yura, Joseph A. [1 ]
机构：
[1] American Inst of Steel Construction, Inc, Chicago, United States
来源：
Engineering Journal | 1997年 / 34卷 / 03期
关键词：
General review (GEN) - Theoretical (THR);
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Technical changes proposed for the AISC LRFD Specification for Structural Steel Buildings are summarized. The changes include such areas as shear-tension interaction for high-strength bolts in bearing connections and clear-distance-based bolt bearing strength. A change is also proposed for the service-load slip resistance reduction factor for shear-tension interaction in slip-critical connections. A change made in 1993 AISC LRFD Specification Section J8.1 covering bearing strength of pins is documented and the supporting background information.
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页码：75 / 81
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