Civil MDC

CONCRETE SECTION SHEAR CAPACITY BY AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2000 INTERIM) 2

CONCRETE SECTION SHEAR CAPACITY BY AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2000 INTERIM)

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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