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This report describes the calculation of a pre-stressed concrete beam to support a crane bridge in a laboratory warehouse. The beam has a rectangular cross-section of 40cm in width and 22.5cm in height, with an active steel reinforcement of 6 bars of 7.3cm in diameter. The report presents calculations to size the prestressing force and active reinforcement of the beam considering efforts due to its own weight and moving loads from the bridge, and verifies the est

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