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Use 5T10 in each face (785 mm2

Hence T10 @ 200 mm crs. horizontal reinforcement in wall 0.5 m above and below slab is adequate.

(b) 3°/o of total vertical load = 0.03 x 190.1 = 5.7 kN Hence

Tie force = 48 kN

48 x 103 2

s 460

Therefore reinforcement in slab will suffice

2.8.9 Strip footing

EC2, Part 3: Concrete foundations, at the time of publication, has not yet been drafted, hence current UK practice is adopted.

Maximum pressure due to characteristic dead, imposed and wind loads = 114.6 + 23.6 + 47.4/0.9 = 191 kN/m

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