The shear resistance of reinforced concrete beams is enhanced by arching action when loads are applied to their top face within around twice the beam effective depth (d) of supports. Previous experimental investigations into shear enhancement have almost exclusively considered simply supported beams with single-point loads applied within 2d of supports. Such academic tests are unrepresentative of practice where loading and support conditions are usually more complex. For example, balanced cantilever cross-head girders of bridges and continuous beams can have multiple point loads applied to the flexural tension face within 2d of supports. Such cases have not previously been investigated experimentally. The paper describes an experimental program carried out to investigate shear enhancement in balanced cantilever beams subjected to pairs of concentrated loads within the failing shear span. The shear resistance of the cantilever beams was found to be slightly less than matching simply supported beams, with the difference greatest for beams without shear reinforcement. A strut and tie model is developed for cantilever beams with pairs of concentrated loads applied to the tension face within 2d of the supports. Measured beam strengths are also compared with the predictions of BS 8110, EC2, fib Model Code 2010 and nonlinear finite element analysis.