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This experiment examines the forces in a roof truss under two loading conditions: 1. A central load, which could represent a water tank. Strain readings are taken from gauges on the truss members as incremental loads up to 500N are applied. 2. An angled load, representing wind force. Again, strain readings are recorded. Tables are completed with the raw strain readings, corrected member strains, and theoretical vs experimental forces for the 500N load. The objectives are to analyze how the truss respon

Author

georgiamurphy1234

Language

EN