Fig. 19From: A Unified Formula for Calculation of Crack Width and Spacing in Reinforced Concrete BeamsComparison of experimental \(w_{{{\text{max}}}}^{{\text{t}}}\) from RC beams with 335 MPa to 600 MPa steel bars with calculated \(w_{{{\text{max}}}}^{{{\text{c1}}}}\) by the proposed methods.Back to article page