BS 5400 part 10 (Fatigue of Bridges) - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Codes, Manual & Handbook (https://forum.civilea.com/forum-16.html) +---- Forum: British Standards (BS) (https://forum.civilea.com/forum-120.html) +---- Thread: BS 5400 part 10 (Fatigue of Bridges) (/thread-11849.html) |
BS 5400 part 10 (Fatigue of Bridges) - Bmartin - 05-13-2010 BS 5400-10:1980 Steel, concrete and composite bridges. Code of practice for fatigue Standard Number: BS 5400-10:1980 Abstract: Recommends methods for the fatigue assessment of parts of bridges which are subject to repeated fluctuations of stress. Status: Superseded, Withdrawn Publication Date: 31 January 1980 Confirm Date: 01 October 2007 Withdrawn Date: 30 March 2010 Cross References: BS 1881, BS 3643, BS 3692, BS 4190, BS 4395, BS 4604, BS 5135, BS 5400, BS 5400:Part 10C Replaced By: BS EN 1993-1-9:2005 Replaces: Replaces BS 153:Parts 3B & 4:1972. International Relationships: ISO 2394 Not Equivalent Amended By: AMD9352 Supersedes Draft: 74/13197 DC Descriptors: Bridges, Steels, Concretes, Composite construction, Structural steels, Fatigue, Joints, Welded joints, Stress, Loading, Live loading, Road bridges, Railway bridges, Railway fixed equipment, Design calculations, Mathematical calculations, Damage, Dimensions, Road vehicles, Railway vehicles, Fatigue testing, Stress concentration, Cracking, Structural members, Flanged fittings, Stress analysis, Life (durability), Holes ICS 93.040 (Bridge construction) Committee: B/525/10 ISBN: 0580105679 Format: A4 Pages: 64 Code: *************************************** Moderator note: Info added. Thread moved from Request Section to Codes, Manual & Handbook Section. (Grunf) RE: BS 5400 part 10 (Fatigue of Bridges) - hich - 11-26-2010 here Code: *************************************** RE: BS 5400 part 10 (Fatigue of Bridges) - andersen3 - 02-14-2013 link dead posted with the other part here: Code: *************************************** |