Fig. 8From: Investigation of Likelihood of Cracking in Reinforced Concrete Bridge DecksLoad-deflection relationship of a Slab 2-B due to single load. b Slab 2-b due to double load. c Slab 3-C due to single load. d Slab 3-C due to double load. e Slab 4-D due to single load. f Slab 4-D due to double load. g Slab 5-E due to single load. h Slab 5-E due to double load.Back to article page