Odg

'ctefi = 19 N/mm2 (assuming concrete strength to be equivalent to C16/20 at time of cracking)

ffs = 360 N/mm2 (assuming 10 mm bars)

2.8.8 Tie provisions at first floor

According to the NAD, these should follow the rules in BS 8110.

2.8.8.1 Peripheral tie

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