Location
Saint Louis, Missouri
Session Dates
20 Oct 1992
Abstract
A comprehensive experimental study of the tension strength of arc spot weld connections, that affix a cold-formed steel roof deck to its support member, was conducted. Based on the experimental results obtained from over 260 connection tests, equations have been developed that predict the tension capacity of an arc spot weld connection. These equations are easily applied, and lend themselves to use by structural designers.
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Wei-Wen Yu Center for Cold-Formed Steel Structures
Meeting Name
11th International Specialty Conference on Cold-Formed Steel Structures
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1992 University of Missouri--Rolla, All rights reserved.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
LaBoube, Roger A. and Yu, Wei-Wen, "Behavior of Arc Spot Weld Connections in Tension" (1992). CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018). 1.
https://scholarsmine.mst.edu/isccss/11iccfss/11iccfss-session11/1
Behavior of Arc Spot Weld Connections in Tension
Saint Louis, Missouri
A comprehensive experimental study of the tension strength of arc spot weld connections, that affix a cold-formed steel roof deck to its support member, was conducted. Based on the experimental results obtained from over 260 connection tests, equations have been developed that predict the tension capacity of an arc spot weld connection. These equations are easily applied, and lend themselves to use by structural designers.
