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Effect of Struts and Stirrups Inclinations on Shear Resistance

The subject of the article is the analysis of the design of concrete members for shear from the point of view of theory and code regulations. These give formulae for verification of shear resistance and recommended limits of individual parameters, respectively. The authors explain the relevant formulae using a Strut and Tie analogy, especially the effect of the inclination of struts and the inclination of stirrups on the shear capacity of beams as well as the effect of a single concentrated force acting at distance up to 2d from the edge of support.