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2.6.4.2 Design for column between first floor and foundation

Effective height in N-S direction

Hence

0 = 0.8 Effective height = 0.8 x 5000 = 4000 mm Load case 1 gives worst condition (by inspection). Imposed load = 0.7 x 821 = 575 kN

Eqn 4.60

Figure 4.27

BS 6399: Part 1, Reduction factor

Dead load = 1226 kN

300 x 32

Hence

0 0

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