Problem

Design columns type c in the structure considered in Section 5.6.2 assuming sway in the x direction. The column loads may be taken from Table 5.1.

The design ultimate first order moments in the columns are as shown in Figure 5.14.

(3 has been assessed from EC2 Figure 4.27(b) as 1.6 for all columns.

Column

Mo

type

kNm

a

0 0

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