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Lateral stability of each bracing member, kbcrit (4.5.1.2 (EC5, 6.3.3)) Effective length of bracing lbb = 0.9 •

member, lbb

Critical bending stress, abm.crit (equation (4.9a); EC5, equation (6.32))

Relative slenderness for bending,

Xbrel .m

Lateral stability factor for each bracing member, kbcr;t (Table 4.2 (EC5, equation (6.34)))

G bm

kbcrit =

0 0

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