Rb, 1 \-i-''v'Rcr Rb/ '"Q






1 1


Fig. 5.5. Determination of the capacity design shear force in beams

As the moments and shears on the right-hand side of equation (D5.13b) are positive, the outcome may be positive or negative. If it is positive, the shear at section* will not change the sense of action despite the cyclic nature of the seismic loading; if it is negative, the shear does change sense. As described in detail in Section 5.7.6, the ratio c

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