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The design shear capacity VRd of a rectangular cross-section with a concrete compressive strength of fc’ fck = 25 MPa and 50 MPa resp. without web reinforcement is listed in Table 1 according to ACI, BS 8110-1 and EC2. The shear capacity according to BS 8110-1 is 24 % and 11 % respectively higher than ACI 318.
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