Abstract
Charts for the preliminary analysis of continuous gable frames are presented. The study is restricted to two, three, and four equal-span frames of constant cross section subjected to uniformly distributed loads. All relationships are based on the assumption of elastic deformation. Numerical examples are included.
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 callMore From: Transactions of the American Society of Civil Engineers
Disclaimer: 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.
