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What is Monorail Crane Beam Design Calculations about?
This document provides calculations for the design of a monorail system with a rated load of 2 tons. It calculates bending stresses, deflections, wind loads, and other parameters to ensure the design meets stress and deflection limits. The beam size is determined to be I300*150*10/18.5t. Bending stresses are found to be 778.915 kg/cm2, below the allowable limit of 1400 kg/cm2. Total deflection is calculated as 0.363356 cm, with a ratio of deflection to length below the limit of 0.00125.
- Author
- Sudhanshu Pal
- Language
- EN