M

Redistribution factor for a rectangular section, km

Buckling resistance condition - lateral torsional buckling under major axis bending (4.5.1.2 (EC5, 6.3.3))

Lateral stability factor, kcrit (4.5.1.2 (EC5, 6.3.3))

Critical bending stress, am crit (equation (4.7c); EC5, equation (6.31))

Relative slenderness for bending, A.rel.m (equation (4.10); EC5, equation (6.30))

Lateral stability factor, £crit (Table 4.3 (EC5, equation (6.34)))

Axial compression condition

Design compression stress,

Design compression strength, fc.0.d kmod,med ' ksys ' fc.0.g.k fc.0.d = -

0 0

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