Fig. 14From: Experimental Investigation on Flexural Crack Control for High-Strength Reinforced-Concrete Beam MembersRelationship between the average flexural crack spacing and curvature or drift ratio of member. a 2C100, b 3C100, c 2C15S and 2C20T, d 3C15S and 3C20T, e 4C15S and 4C20T, and f 5C15S.Back to article page