CEN/TC 250
| Project No. | prCEN/TS 1992-4-3 |
|---|---|
| Title | 1.1 General 1.1.6 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. - (...) - NRk,p - (...) - 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 - yMi partial factors for material see also CEN/TS 1992-4-1:2009, clause 4 1.4 Anchor channel loading 1.4.3 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. |
| Registration number (WIID) | 24296 |
| Scope | 1.1 General 1.1.6 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. - (...) - NRk,p - (...) - 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 - yMi partial factors for material see also CEN/TS 1992-4-1:2009, clause 4 1.4 Anchor channel loading 1.4.3 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. |
| Status | Atcelts |
| ICS group | 21.060.01 91.080.40 |