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contributor authorR. A. LaBoube
contributor authorM. A. Sokol
date accessioned2017-05-08T20:58:08Z
date available2017-05-08T20:58:08Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A1%28115%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33694
description abstractSelf-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.
publisherAmerican Society of Civil Engineers
titleBehavior of Screw Connections in Residential Construction
typeJournal Paper
journal volume128
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:1(115)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 001
contenttypeFulltext


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