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This document provides information to calculate the maximum probable crack width at the tension face and centroid of tension steel for a T-section beam. The beam has a width of 900 mm, flange width of 300 mm, height of 550 mm, depth of 486 mm, and a height to the neutral axis of 125 mm. It has 3φ28 mm reinforcing bars with a total area of 1848 mm2 and a concrete compressive strength of 25 MPa. Using two provided equations, the maximum crack width can be estimated based on the steel stress, distance from the

Author

HamzaBaig

Language

EN