This study proposes an analytical method for predicting the shear strengths of reinforced concrete deep beams with web openings. The shear strengths predicted by the proposed method, the strut-and-tie model of Tan et al. and the empirical formula of Kong and Sharp are compared with the available test results. The comparisons show that both the proposed method and the strut-and-tie model of Tan et al. can predict the shear strengths of reinforced concrete deep beams with web openings accurately. The empirical formula of Kong and Sharp is however less accurate. The comparisons also show that both the proposed method and the strut-and-tie model of Tan et al. can simulate the effects of various parameters on the shear strengths of reinforced concrete deep beams with web openings well.