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This document summarizes the design of a singly reinforced rectangular beam (SRRB). It provides the material properties, beam size determination process, and amount of reinforcement calculation. The beam is designed to have a depth of 415 mm, width of 225 mm, and 1060 mm^2 of flexural reinforcement to resist an ultimate moment of 144 kN-m. The reinforcement satisfies the minimum and maximum area requirements.

Author

Reinier Roman Santos

Language

EN