Sid

Sd s.req

This is identical to the area of steel required in the previous example.

Use 8T25 as before (3928 mm2)

Using the same detail of bobbed bars I. t = 530 mm

EC2 Figure 5.12(a) applies and is taken to require an anchorage length, (2/3)/bnet = 353 mm past the line of contact between the beam and its support.

Using a position 20% into the pile to represent the line of contact, the length available for anchorage

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