D.5.B.14.6 Simplified Assessment Methods for Beams with Restraints in Buildings
As for Cl: 6.3.2.4 of EC3, the Dutch National Annex insists to use relative slenderness limit equal to 0.2 and the value of kfl must be taken equal to 1.10.
As for Cl: 6.3.2.4 of EC3, the Dutch National Annex insists to use relative slenderness limit equal to 0.2 and the value of kfl must be taken equal to 1.10.