A new method of proportioning stirrups in reinforced concrete beams

Summary A possible basis from which to elaborate an empirical design method for proportioning stirrups in reinforced concrete beams is developed from a consideration of the actual behaviour of a beam under load and the designer's need for simplicity. Empirical values of the design factors involved are suggested. Reference is made to the results of tests on beams in which the shear reinforcement was designed in accordance with the proposals.