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Relative slenderness about the krel.z =

As both relative slenderness ratios are greater than 0.3, conditions in 5.3.1(b) apply (EC5, 6.3.2(3)):

Redistribution factor for a km = 0.7

rectangular section, km

Factor pc for solid timber pc = 0.2

(equation (5.6); EC5, equation

Instability factor about the y-y axis, kc,y

Instability factor about the z-z axis (equation (5.4b); EC5, equation (6.26))

0 0

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