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Synopsis
Tests conducted on eight T beams subjected to negative moments at the ends and positive moment near midspan are described. The moment-curvature relationships for various sections and the distribution of flexural rigidity, EI, along the beam are discussed. A simplified design procedure is suggested to determine the equivalent EI value for T beams to be used in the limit design of reinforced concrete frames.
Keywords:
concrete
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© 1973 Thomas Telford Ltd
1973
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