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This document presents the structural calculations for a reinforced concrete portal that will be part of the secondary entrance and control booth of the National University of Piura in Castilla, Peru. The portal structure with footings and foundation beams is described, as well as the preliminary properties and dimensions of the beams, columns, and steel reinforcements. The structural analysis was performed using the SAP2000 program considering vertical and seismic loads. The detailed design of a

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