## Figure Non overlapping Tstubs

6.2.83 Column bases subjected to axial forces and bending moments

(1) The design moment resistance Mj,Rd of a column base subject to combined axial force and moment should be determined using the method given in Table 6.7 where the contribution of the concrete portion just under the column web (T-stub 2 of Figure 6.19) to the compressive capacity is omitted. The following parameters are used in this method:

^TlRd is the design tension resistance of the left hand side of the joint - see 6.2.8.3(2) ^T,r,Rd is the design tension resistance of the right hand side of the joint - see 6.2.8.3(3)

^C,l,Rd is the design compressive resistance of the left hand side of the joint - see 6.2.8.3(4) ^c,r,Rd is the design compressive resistance of the right hand side of the joint - see 6.2.8.3(5)

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