NA to BS EN 1995-2-2004 UK National Annex to Eurocode 5 Design of timber structures – Part 2 Bridges《欧洲法规5的英国国家附录 木结构设计 第2部分 桥梁》.pdf
《NA to BS EN 1995-2-2004 UK National Annex to Eurocode 5 Design of timber structures – Part 2 Bridges《欧洲法规5的英国国家附录 木结构设计 第2部分 桥梁》.pdf》由会员分享,可在线阅读,更多相关《NA to BS EN 1995-2-2004 UK National Annex to Eurocode 5 Design of timber structures – Part 2 Bridges《欧洲法规5的英国国家附录 木结构设计 第2部分 桥梁》.pdf(10页珍藏版)》请在麦多课文档分享上搜索。
1、NA to BS EN 1995-2:2004UK National Annex to Eurocode 5: Design of timber structures Part 2: BridgesICS 91.010.30; 91.080.20; 93.040NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWNATIONAL ANNEXLicensed Copy: Wang Bin, na, Fri Feb 02 07:25:10 GMT+00:00 2007, Uncontrolled Copy, (
2、c) BSIPublishing and copyright informationThe BSI copyright notice displayed in this document indicates when the document was last issued. BSI 2006ISBN 0 580 49351 2The following BSI references relate to the work on this standard:Committee reference B/525/5Draft for comment 05/30128368Publication hi
3、storyFirst edition, October 2006Amendments issued since publicationAmd. no. Date Text affectedNA to BS EN 1995-2:2004Licensed Copy: Wang Bin, na, Fri Feb 02 07:25:10 GMT+00:00 2007, Uncontrolled Copy, (c) BSI BSI 2006 iNA to BS EN 1995-2:2004ContentsIntroduction 1NA.1 Scope 1NA.2 Nationally Determin
4、ed Parameters 1NA.3 Guidance on the use of informative annexes 3NA.4 Reference to non-contradictory complementary information 3Bibliography 4List of tablesTable NA.1 Partial factors Mfor material properties 2Table NA.2 Limiting values for deflections of beams and trusses 2Summary of pagesThis docume
5、nt comprises a front cover, an inside front cover, pages i and ii, pages 1 to 4, an inside back cover and a back cover.Licensed Copy: Wang Bin, na, Fri Feb 02 07:25:10 GMT+00:00 2007, Uncontrolled Copy, (c) BSINA to BS EN 1995-2:2004ii BSI 2006 This page deliberately left blankLicensed Copy: Wang Bi
6、n, na, Fri Feb 02 07:25:10 GMT+00:00 2007, Uncontrolled Copy, (c) BSI BSI 2006 1NA to BS EN 1995-2:2004National Annex NA (informative) to BS EN 1995-2:2004, Eurocode 5: Design of timber structures Part 2: BridgesIntroductionThis National Annex has been prepared by BSI Subcommittee B/525/5, Structura
7、l use of timber. In the UK it is to be used in conjunction with BS EN 1995-2 for the structural design of timber bridges, together with BS EN 1995-1-1, BS EN 1990 and BS EN 1991 and their respective National Annexes.NA.1 ScopeThis National Annex gives:a) the UK decisions for the Nationally Determine
8、d Parameters described in the following subclauses of BS EN 1995-2:2004: 2.3.1.2(1) 2.4.1 7.2 7.3.1(2)b) the UK decisions on the status of BS EN 1995-2:2004 informative annexes;c) reference to non-contradictory complementary information.NA.2 Nationally Determined ParametersNA.2.1 Assignment of loads
9、 to load-duration classes BS EN 1995-2:2004, 2.3.1.2(1)Variable actions due to the passage of vehicular and pedestrian traffic should be regarded as short-term actions.Actions occurring during erection should be regarded as short-term actions.Licensed Copy: Wang Bin, na, Fri Feb 02 07:25:10 GMT+00:0
10、0 2007, Uncontrolled Copy, (c) BSINA to BS EN 1995-2:20042 BSI 2006NA.2.2 Partial factors for material properties BS EN 1995-2:2004, 2.4.1BS EN 1995-2:2004, Table 2.1 is implemented nationally by using Table NA.1.NA.2.3 Limiting values for deflections BS EN 1995-2:2004, 7.2BS EN 1995-2:2004, Table 7
11、.1 is implemented nationally by using Table NA.2.NA.2.4 Damping ratios BS EN 1995-2:2004, 7.3.1(2)Where no other values have been verified, the damping ratio () should be taken as: = 0,010 for structures without mechanical joints; = 0,015 for structures with mechanical joints.Table NA.1 Partial fact
12、ors Mfor material propertiesFundamental combinations Solid timber untreated M= 1,3Solid timber preservatively treated M= 1,3Glued laminated timber M= 1,25LVL, plywood, OSB M= 1,2Connections M= 1,3Shear connectors between timber and concrete in composite members M,v= 1,25Steel used in composite membe
13、rs M,s= 1,15Pre-stressing steel elements M,s= 1,15Concrete used in composite members M,c= 1,5Fatigue combinations Timber and wood-based materials M,fat= 1,0Connections M,fat= 1,0Shear connectors between timber and concrete in composite members M,v,fat= 1,0Accidental combinations All materials M,acc=
14、 1,0Table NA.2 Limiting values for deflections of beams and trussesActionLimiting value for deflections in beams and trusses of span, lCharacteristic traffic load l/400Pedestrian load and low traffic load l/200Licensed Copy: Wang Bin, na, Fri Feb 02 07:25:10 GMT+00:00 2007, Uncontrolled Copy, (c) BS
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