Hzv

BOO kN

Figure 3.9 Shear force diagram - example 2

The basic design shear resistance of the section, 1/Rd1, is given by 4.3.2.3(1)

For concentrated loads within 2.5d of the face of the support, an enhancement of shear resistance is permitted. TRd may be multiplied by a factor 0 when determining V .

Taking values of x between 0.5d and 2.5d gives values of 0rRd shown in Table 3.1.

Table 3.1 Design shear strength 0t.

Table 3.1 Design shear strength 0t.

0 0

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