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This document summarizes the design of a 10 ton box girder bridge crane with a 24054 mm span. Key specifications and stress calculations are provided. The bridge is designed as a box girder with top and bottom flanges. Stress calculations are performed at several points to check for compliance with allowable stresses. The end truck is also designed as an HSS section, with stress calculations showing the initial section chosen is not adequate and a larger section is needed.

Author

mehrdad khoei

Language

EN