Abstract
Summary The equilibrium of a reinforced concrete members part limited by one oblique and two vertical sections and exposed to shear forces is under consideration. Three equilibrium equations system of the forces of this reinforced concrete part and the condition of its failure are given. The assumptions and the possibility of solution of this system are considered. The analysis of the values of oblique section forces is presented. The position of a permanent dangerous oblique section and the height of compression concrete layer on its peak, ie the position of weakest design oblique section, is discussed. The bearing capacity of an oblique section is analysed. The recommendations presented are universal. If oblique forces can be neglected, the formulae can be used for structural analysis of normal section in a pure bending zone.
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.
