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In the article, the tension caused by the effect of permanent and temporary loads on the beam (I60) was calculated. During the calculations, the maximum bending moment generated in the beam as a result of the effect of permanent and temporary loads on the overpass beam was determined. Based on the calculated value of the bending moment, the design stress and actual stress values of the beam were calculated. When calculating the actual stress value of the beam, the values obtained based on the thickness measurement were used. In the course of calculations, along with the analytical method, reports were made with software and the results were analyzed. A three-dimensional model of the pier-platform was constructed with the help of software method, and the effects of permanent and temporary loads were applied to the beam.
Iskenderov et al. (Mon,) studied this question.