Fig. 12From: Effect of Loading and Beam Sizes on the Structural Behaviors of Reinforced Concrete Beams Under and After FireLoad-deflection curves for specimens. a Specimens of S series loaded with 40% of nominal moment, b specimens S series loaded with 60% of nominal moment, c specimens S series loaded with 80% of nominal moment, d specimens of M series, and e specimens of L series.Back to article page