Abstract
Light bracing composed of a tension plate welded to the web of a column or beam section is employed quite often in the design of steel structures. Generally, the strength of a web in carrying the tensile load is of primary concern. There are two analysis procedures which have been suggested for the strength analysis of the web. The first is an elastic method suggested by Blodgett, and the second, an ultimate strength yield line method proposed by Kapp. Experimental tests have indicated that the strength of these connections are, in general, much greater than the strength predicted by either the elastic or the yield line theories. Therefore, a study was undertaken to further investigate the behavior of this connection type in the plastic range by use of the finite element technique.
Sign-in/Register to access full text options 
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.
