Abstract
This article presents a closure to a discussion by H. Knox of a paper with the aforementioned title. The original paper was published in this journal (Volume 9, Number 1, January/February 2004) and the discussion was published in this journal (Volume 10, Number 3, May/June 2005). The authors believe that their proposed octagon strand arrangement for the San Francisco-Oakland Bay Bridge is an effective way to alleviate potential strand twist. Space limitations in the original paper prevented presentation of some of the other issues that concerned the discusser, such as the lack of design details of strand separators in the saddles and the limited clear space between a strand socket and its anchor rod. The authors do present a possible solution to a problem concerning cable strand geometry during erection stages.
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.
