Hzt

Design compression strength, /c 0 d =

Buckling resistance condition (S.3.1 (ECS, 6.3.2)):

Relative slenderness about the y-y axis, A.rel.y (equation (5.3); EC5, equation (6.21))

Xrel.y

Eo.os

Relative slenderness about the z-z axis, A.rei.z (equation (5.3); EC5, equation (6.22))

0 0

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