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EC2 does not specifically address the problem of edge column moment transfer BS 8110 and the provisions of BS 8110 are adopted here. 3.7.4.2

Column A/2 moment transfer

Assuming 20 mm cover and 20 mm bars in the top NAD

d2 = 195 - 20 = 175 mm be = 300 + 300 (say) = 600 mm f = 37 N/mm2

M(max = 0.15 x 600 x 1752 x 37 x 10"6 = 102 kNm

This ought to be compared with an analysis for a loading of 1.4Gk + 1.6Qk, which would give approximately 5°/o higher edge moments than the EC2 analysis results above.

Design reinforcement to sustain edge moment on 600 mm width.

Referring to Section 13, Table 13.1: MS6 37.9 x 106

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