Fig. 2From: Shear Crack Control for High Strength Reinforced Concrete Beams Considering the Effect of Shear-Span to Depth Ratio of MemberSetup for testing the HSRC beam specimens in this study. a Testing frame for the monotonic four-loading method. b Loading history. c Simple-supported beam specimen with the length of 6600 mm. d Section size of specimen and details of reinforcing steel.Back to article page