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This document provides the design of a connection beam. It includes the loads on columns 1A, 1B, and 1C, as well as the ultimate load capacity. It predimensions the beam height, width, and overhang. The bending moment diagram shows the maximum moment of 73.3 ton-m. Reinforcement is designed to resist the bending and shear demands, including calculating the required and provided area of longitudinal and transverse reinforcement.

Author

Danny Carbajal Berrospi

Language

EN