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Ultimate strength of composite beams

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Figure

Table 2.1: Comparisons of design values for M,,, F,, and N from three different Codesof Practice, of a number of beams from Ref
Figure 2.1: Degree of interaction determined by the direction of the decking andthe type of prefabicated slabs.
Figure 2.3(a): Reconstructed load-slip curves from strain and displacement mea-surements along beam in Ref
Figure 3.5: Flow chart diagram of the total computer programme.
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