Abstract
The connection of the Unistrut “System 1” double layer grid space frame transfers loads statically indeterminately from a member to the connection plate through two lugs and a bolt. The connection is studied by Finite Element analysis, design code analysis and a series of experimental tests. There is quite good agreement between the analysis methods and fair agreement with the tests. The test series isolates the contributions of the individual load paths showing quite good correspondence. The failure of the lugs in an unpredicted shear mode is the major cause for discrepancies. However, analysis of that shear mode is consistent with the tests.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
