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This document summarizes the design of a critical beam for a fire department building. The beam was analyzed using STAAD software and was found to require reinforcement at various points. At the ends of the beam (Stations 1 and 3), the beam requires 3 and 0 reinforcement bars respectively to resist the bending moments. At midspan (Station 2), the beam requires 2 reinforcement bars. The spacing of the bars was also checked to meet the minimum requirements at all locations along the beam.

Author

jerick calingasan

Language

EN