Behavior of screw connections in residential construction

被引:70
作者
LaBoube, RA [1 ]
Sokol, MA
机构
[1] Univ Missouri, Dept Civil Engn, Rolla, MO 65409 USA
[2] EIT, Paragon Struct Design, Phoenix, AZ USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2002年 / 128卷 / 01期
关键词
cold-formed steel; connections; shear strength; construction; buildings; residential;
D O I
10.1061/(ASCE)0733-9445(2002)128:1(115)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Self-drilling screws are the primary means of fastening cold-formed steel members in residential construction. Because the fabrication of connections is the most labor intensive aspect of the construction process, a better understanding of the behavior of screw connections could lead to more optimum connection design. Therefore studies have been performed at the University of Missouri-Rolla aimed at developing a better understanding of the behavior of single-shear connections using self-drilling screws in cold-formed steel construction. The study's focus was on design parameters typically employed in residential construction. Fastener patterns, screw spacing, stripped screws, and the number of screws in a connection was varied to determine their influence on connection strength. A design equation was established.
引用
收藏
页码:115 / 118
页数:4
相关论文
共 2 条
[1]  
*AM IR STEEL I, 1996, SPEC DES COLD FORM S
[2]  
SOKOL MA, 1998, CIVIL ENG STUDY U MI, V983