This document relies on characteristic resistances and distances which are stated in a European Technical Specification. In minimum the following characteristics should be given in a European Technical Specification as base for the design methods of this CEN/TS. asRk "N , csRk "N , lsRk "N , ssRk "N , ssRk "V , lsRk "V , flexsRk "M , 0 sRk,M NRk,p pch , ccr,N, scr,N ccr,sp, scr,sp cmin, smin, hmin limitations on concrete strength classes of base material k5 Ah, bch, d, hef, hch, Iy Mi partial factors for material see also CEN/TS 1992-4-1:XXXX, clause 4 Anchor channel loading Actions not covered The following actions are not covered by this CEN/TC: shear in the direction of the longitudinal axis of the channel fatigue loading seismic loading