Km

mean

Design axial compression stress in ac.0 d = — beam AB, ac.0.d

Design axial compression /c.0.d =

strength of beam AB, /c 0.d

Axial buckling resistance condition (5.3.1 (EC5, 6.3.2))

Relative slenderness about the Xrel.y = — , n y-y axis, Xrel.y

0 0

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