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Tests of five composite castellated beams are described: flexural behaviour was examined in two beams with spans of 5.9 m, and behaviour in shear was examined in three beams with spans of 2.2 m. Partial shear connection using studs was provided to the 75 mm cover slab supported on 50 mm ribbed steel deck. The failure mode of the long beams was initiated by yielding in the tension region at the openings...
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