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This document summarizes the design of several monorail beam configurations: 1. A simply supported beam with a 10.83m span designed to carry a 1 tonne load. Stress and deflection checks show the 360ub45 beam size is adequate. 2. A continuous beam with two equal 4.1m spans designed to carry a 5 tonne load. Again, stress and deflection checks confirm the 13x5x35 beam is suitable. 3. A cantilever beam with a 5m back span and 1.4m cantilever designed for a 1.5 tonne load. Checks show the 310ub40 beam satisfie

Author

Sharyn Polley

Language

EN