Ok

The amount of shear reinforcement provided should be greater than p, w.min

Table 5.5

"w.min

Re-arranging EC2 Eqn 5.16 in terms of — gives s sw S

For vertical links sina = 1

Hence A

Maximum longitudinal spacing (s ) is given by EC2 Eqns 5.17-5.19.

Since vu ^ (i) V' EC2 Ecin 5-17 aPP|ies s = 0.8d >300 mm max

Eqn 5.17

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