Fig. 6From: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete BeamsFailure mode of (a) 4CONT-M8-2, (b) 5CONT-M8-2.5, (c) 6CONT-M8-3, and (d) 7CONT-M3-2.5.Back to article page