Squat reinforced concrete shear walls (ratio of height to length less than 2) are important structural components in
conventional buildings. The response of such walls is often strongly governed by the shear effects leading to shear
induced failure. Because a shear failure is significantly less ductile compared with flexural failure it should not be
permitted to occur. To achieve this, the shear capacity of a wall must be known and be larger than the shear
corresponding to its moment capacity. Building codes provide a number of relationships to predict the ultimate strength
of walls. These relationships are often empirical and based on the tests carried out on normal strength concrete shear
walls. In this study, using data from tests available in the literature, the utility and accuracy of the requirements of the
American Building Code for Concrete Structures (ACI 318M-08) and the current Iranian Concrete Code (ICC) for
predicting the ultimate strength of squat shear walls made from normal strength concrete are evaluated. Both flexural and
shear strengths have been considered. Main parameters included in the study are the mean and standard deviation of
the ratio of the predicted to measured strengths. Key conclusion is that the predictions by the design provisions given
in the both codes are considerably a conservative estimation of ultimate shear strength for concrete shear walls.