Study of Change in Width to Depth Ratio of RCC Beam in Shear for M-25 Grade of Concrete
Keywords:Shear, Width/Depth ratio
In this study focused member with typically b/d ratio of members once a parameter of depth constant and another parameter is width constant. Additional consideration should be given to member having b/d ratio of about its analyzing and designing resistivity, which are also representative of wide beams used in industry. Each of these geometric relationships should be considered in the context of member with web reinforcement.
How to Cite
Copyright (c) 2020 Hanif Khan, Lokesh Singh
This work is licensed under a Creative Commons Attribution 4.0 International License.