Fig. 9From: Strength Prediction of Corbels Using Strut-and-Tie Model AnalysisVariation of ratio of measured-to-calculated strength by means of: a proposed strut-and-tie model approach; b ACI 318-11; c AS 3600; d CSA A23.3-04; e Eurocode 2; and NZS 3101-1 with concrete strength, \( f_{c} .\) Back to article page