Affiliation:
1. Dr.ing. A. Aas-Jakobsen AS Lilleakerveien 4A 0283 Oslo Norway
2. sbp schlaich bergermann partner Schwabstrasse 43 70197 Stuttgart Germany
3. Breinlinger Ingenieure Tuttlingen/Stuttgart Kanalstraße 1–4 78532 Tuttlingen Germany
Abstract
AbstractThe article presents the current status of the revision of EN 1993‐1‐11 with regard to the design of saddles and clamps for ropes or for parallel wire tension components for suspended structures. The focus here is on presenting a general approach for clamps. For saddles, emphasis is on types where the slip resistance is – in addition to the component from deviation forces – increased by clamping forces, although general aspects are also covered. This part 2 deals with the geometrical requirements for clamps and in particular saddles and with the associated verification of the transverse pressure. Finally, testing is briefly discussed, with the emphasis on linking the design and the confirmation of the assumptions made thereby with the tests.
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference8 articles.
1. Eltvik L.; Haspel L.; Misiek T. (2023)Clamps and saddles– Part 1: Refined design approaches – Status of the revision of EN 1993-1-11. Steel Construction 16 no. 3 pp. 180–193.https//doi.org/10.1002/stco.202300005
2. prEN 1993-1-11 (2022)Eurocode 3: Design of Steel Structures –Part 1–11: Design of Structures with Tension Components. CEN Brussels.
3. EN 1993-1-11 : 2006+AC (2009)Eurocode 3: Design of Steel Structures – Part 1–11: Design of Structures with Tension Components. CEN Brussels.
4. Statens vegvesen (2015)Håndbok N400: Bruprosjektering. Statens vegvesen; Vegdirektoratet (Directorate of Public Roads) Oslo.
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