Table 4: Design steps for isolated member approach.

Step	In the most stressed section	Isolated member
1	Calculate the design values of the compressive force and bending moment on the member	NEdMy,Rd
2	Calculate the compression and bending resistances of the cross section according with the cross section class	Nc,RkMc,Rk
3	Calculate the pure elastic critical compressive force according to minor axis flexural buckling Ncr and the pure elastic critical bending moment of the member Mcr	NcrMcr
4	Calculate the member slenderness and reduction factors separately for pure minor axis flexural buckling and pure lateral-torsional buckling (λ, χ, λLT and χLT)
5	Calculate the interaction factors connecting the two pure buckling cases (Annex A or Annex B)	kzy
6	Calculate the design buckling resistance of the member and check the member combination of axial load and bending