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.

引用

页码：75 / 81

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