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This document provides two examples of calculating the design resistance capacity of reinforced concrete T-beam sections. In Example 1, the neutral axis is found to be within the flange, so a standard singly reinforced beam analysis is used. This yields a design moment resistance of 197.16 kNm. In Example 2, the neutral axis is below the flange, so the section is divided into a rectangular beam (Beam W) and an L-beam (Beam F) and the resistances are calculated separately and summed. The total design moment

Author

ABAMELA

Language

EN