Title: Listeskrue 3,5x45.pdf
20 d  0,5[N/mm²]ETA’s for structural members may be considered if applicable.Where douter thread diameter [mm]For wood-based panels the relevant ETAs must be considered where applicable.Lateral load-carrying capacity The characteristic load-carrying capacity of “fischer Power-Fast” and “fischer construction screws” screws shall be calculated according to EN 1995-1-1:2008 (Eurocode 5) using the outer thread diameter d as the nominal diameter of the screw. The contribution from the rope effect may be considered.lateralThe embedding strength for screws in the wide face of cross laminated timber should be assumed as for solid timber based on the characteristic density of the outer layer. If relevant, the angle between force and grain direction of the outer layer should be taken into account.The direction of the lateral force shall be perpendicular to the screw axis and parallel to the wide face of the cross laminated timber.The characteristic yield moment shall be calculated from: