摘要：The subject of this analysis is connected with the verification of
the load capacity of the span structure taking into account the degree of
corrosion of the railway viaduct components located at 41.446 km, on the
railway line no. 301 of "Kotlarnia" SA Sand Mine built over the national
road DK88 and railway tracks PKP-PLK near T. Kościuszki street in
Zabrze The general condition of the structure with regard to the corrosion
assessment of structural steel is presented in the paper. Static and strength
calculations were carried out to determine the load capacity class, and as
a result of the analysis it was found that the technical condition of the
facility steel girders is suitable for repair.
其他摘要：The subject of this analysis is connected with the verification of the load capacity of the span structure taking into account the degree of corrosion of the railway viaduct components located at 41.446 km, on the railway line no. 301 of "Kotlarnia" SA Sand Mine built over the national road DK88 and railway tracks PKP-PLK near T. Kościuszki street in Zabrze The general condition of the structure with regard to the corrosion assessment of structural steel is presented in the paper. Static and strength calculations were carried out to determine the load capacity class, and as a result of the analysis it was found that the technical condition of the facility steel girders is suitable for repair.
