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The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams

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Figure

Table 1. Summary of dimensionless shear contributing components and factors considered in the mechanical model  for members cracked in bending
Fig. 2. Adopted failure envelope for concrete under a biaxial stress state. Adapted from [31]
Fig. 3. Shear contributing actions at failure. a)Background mechanical model for elements without stirrups
Fig. 5. Exact value of the neutral axis depth ratio and simplified expression given in Eq
+7

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