Abstract
Short algebraic formulas for computing stiffness, fixed-end moments, and carry-over factors in terms of three functions and their components are given. This paper has attempted to systematize and thereby simplify the evaluation of these factors by the introduction of the flexural functions. A numerical method for rapidly computing the values of the functions for nonprismatic beams is presented.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More 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.