Abstract
The strut-tie model developed in recent years is applied here to study the problem of mushroom slabs. This method gives a clear physical picture of the effect of the increase in slab depth at column on the slab design, as compared to the case of conventional uniform depth. In fact, drop panel and capital constitute a perfect section, consistent with the distribution of negative moment in the column strip. A maximum depth is available at the point of maximum moment and as the depth decreases from the column, negative moment also decreases. This paper describes the application of the strut-tie model to the actual analysis and design of the subject problem with an illustrative example.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
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.