DIN EN 1996-1-1 NA-2012 National Annex - Nationally determined parameters - Eurocode 6 Design of masonry structures - Part 1-1 General rules for reinforced and unreinforced masonry.pdf

1、May 2012Translation by DIN-Sprachendienst.English price group No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.01

2、0.30; 91.080.30!$N%“1884302www.din.deDDIN EN 1996-1-1/NANational Annex Nationally determined parameters Eurocode 6: Design of masonry structures Part 1-1: General rules forreinforced and unreinforced masonry structuresEnglish translation of DIN EN 1996-1-1/NA:2012-05Nationaler Anhang National festge

3、legte Parameter Eurocode 6: Bemessung und Konstruktion von Mauerwerksbauten Teil 1-1: AllgemeineRegeln fr bewehrtes und unbewehrtes MauerwerkEnglische bersetzung von DIN EN 1996-1-1/NA:2012-05Annexe Nationale Paramtres dtermins au plan national Eurocode 6: Calcul des ouvrages en maonnerie Partie 1-1

4、: Rgles communes pourouvrages en maonnerie arme et non armeTraduction anglaise de DIN EN 1996-1-1/NA:2012-05SupersedesDIN EN 1996-1-1/NA:2012-01www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 69 pages06.1223DIN EN 1996-1-1/NA:2012-05 2

5、A comma is used as the decimal marker. Contents Page Foreword 5 NA 1 Scope 6 NA 2 National provisions for the application of DIN EN 1996-1-1:2010-12 .6 NA 2.1 General 6 NA 2.2 National provisions7 Re 1 General 7 NCI re 1.2 Normative references 7 NCI re 1.5 Terms and definitions 8 NCI re 1.6 Symbols

6、.9 Re 2 Basis of design .10 NCI re 2.4.2 Combination of actions .10 NDP re 2.4.3 (1)P Ultimate limit states 10 NDP re 2.4.4 (1) Serviceability limit states .11 Re 3 Materials 11 NCI re 3.1.1 Types and grouping of masonry units .11 NCI re 3.1.2 Properties of masonry units Compressive strength .12 NCI

7、 re 3.2.1 Types of masonry mortar 12 NDP re 3.2.2 (1) Specification of masonry mortar .12 NCI re 3.2.2 Specification of masonry mortar 12 NCI re 3.2.3.1Compressive strength of masonry mortar 13 NCI re 3.3.3 (1)P Properties of concrete infill .13 NCI re 3.4.1 General 13 NCI re 3.5 Prestressing steel

8、.13 NDP re 3.6.1.2 (1) Characteristic compressive strength of masonry other than shell-bedded masonry 13 NCI re 3.6.1.2 Characteristic compressive strength of masonry other than shell-bedded masonry 16 NCI re 3.6.2 Characteristic shear strength of masonry .17 NDP re 3.6.2 (3) Characteristic shear st

9、rength of masonry 17 NDP re 3.6.2 (4) Characteristic shear strength of masonry 18 NDP re 3.6.2 (6) Characteristic shear strength of masonry 18 NCI re 3.6.3 Characteristic flexural strength of masonry .18 NDP re 3.6.3 (3) Characteristic flexural strength of masonry 18 NCI re 3.6.4 Characteristic anch

10、orage strength of reinforcement .19 NDP re 3.7.2 (2) Modulus of elasticity .19 NDP re 3.7.4 (2) Creep, moisture expansion or shrinkage and thermal expansion .19 NCI re 3.8.1 Damp proof courses 20 NCI re 3.8.2 Wall ties .20 NCI re 3.8.3 Straps, hangers and brackets .20 NCI re 3.8.4 Prefabricated lint

11、els .20 NCI re 3.8.5 Prestressing devices .21 Re 4 Durability .21 NDP re 4.3.3 (3) Reinforcing steel .21 NDP re 4.3.3 (4) Reinforcing steel .21 NCI re 4.3.4 Prestressing steel 22 NCI re 4.3.5 Prestressing devices .22 NCI re 4.3.6 Ancillary components and support angles .22 Re 5 Structural analysis .

12、22 NCI re 5.5.1.1 General .22 DIN EN 1996-1-1/NA:2012-05 3 NCI re 5.5.1.2 Effective height of masonry walls . 22 NCI re 5.5.1.3 Effective thickness of masonry walls . 24 NDP re 5.5.1.3 (3) Effective thickness of masonry walls 24 NCI re 5.5.3 Masonry shear walls subjected to shear loading . 25 NCI re

13、 5.5.5 Masonry walls subjected to lateral loading 25 Re 6 Ultimate limit state . 25 NCI re 6.1.1 General 25 NCI re 6.1.2.1 General . 25 NCI re 6.1.2.2 Reduction factor for slenderness and eccentricity . 25 NDP re 6.1.2.2 (2) Reduction factor for slenderness and eccentricity 27 NCI re 6.1.3 Walls sub

14、jected to concentrated loads . 27 NCI re 6.2 Unreinforced masonry walls subjected to shear loading . 28 NCI re 6.3.4 Walls subjected to lateral loading from earth and water . 31 NCI re 6.6.1 General 32 NCI re 6.6.2 Verification of reinforced masonry members subjected to bending and/or axial loading

15、33 NCI re 6.6.4 Deep beams 33 NCI re 6.6.5 Composite lintels . 33 NCI re 6.8.1 General 33 NCI re 6.8.2 Verification of members 33 Re 7 Serviceability limit state 33 NCI re 7.2 Unreinforced masonry walls 33 Re 8 Detailing 34 NCI re 8.1.1 Masonry materials . 34 NDP re 8.1.2 (2) Minimum thickness of wa

16、ll 34 NCI re 8.1.2 Minimum thickness of wall . 34 NCI re 8.1.4.1 Manufactured units . 35 NCI re 8.1.5 Mortar joints . 35 NCI re 8.4 Confined masonry details 37 NCI re 8.5.1.1 General . 37 NCI re 8.5.1.4 Ring ties and ring beams . 37 NCI re 8.5.2.2 Cavity and veneer walls . 37 NDP re 8.5.2.2 (2) Cavi

17、ty and veneer walls 37 NDP re 8.5.2.3 (2) Double-leaf walls 39 NCI re 8.5.2.3 Double-leaf walls 39 NCI re 8.6.2 Vertical chases and recesses . 39 NDP re 8.6.2 (1) Vertical chases and recesses 39 NDP re 8.6.3 (1) Horizontal and inclined chases . 40 NCI re 8.7 Damp proof courses . 40 Re 9 Execution 41

18、 NCI re 9.1 General . 41 NCI re Annex A Consideration of partial factors relating to execution 41 NCI re Annex B Method of calculating the eccentricity of a stability core . 41 NCI re Annex C A simplified method of calculating the out-of-plane eccentricity of loading on walls 42 NCI re Annex D Deter

19、mination of 3and 445 NCI re Annex E Bending moment coefficients 2in single leaf laterally loaded wall panels of thickness less than or equal to 250 mm . 45 NCI re Annex F Limiting height and length to thickness ratios for walls under the serviceability limit state 47 NCI re Annex G Reduction factor

20、for slenderness and eccentricity . 47 NCI re Annex H Enhancement factor as given in 6.1.3 . 48 DIN EN 1996-1-1/NA:2012-05 4 NCI re Annex I Adjustment of lateral load for walls supported on three or four edges subjected to out-of-plane horizontal loading and vertical loading.48 NCI re Annex J Reinfor

21、ced masonry members subjected to shear loading: enhancement of fvd48 NCI Annex NA.K (informative) Supplementary provisions for the analysis of shear walls .49 NA.K.1 General 49 NA.K.2 In-plane resistance to bending compression .49 NA.K.3 In-plane shear resistance 50 NCI Annex NA.L (normative) Design

22、 of natural stone masonry .52 NA.L.1 General 52 NA.L.2 General principles 52 NA.L.3 Execution of natural stone masonry 52 NA.L.4 Types of masonry .53 NA.L.4.1 Loadbearing masonry .53 NA.L.4.2 Gravity masonry walls 53 NA.L.4.3 Facing masonry .53 NA.L.4.4 Outer leaves of veneer walls 53 NA.L.4.5 Dry s

23、tone masonry 54 NA.L.5 Types of bond .54 NA.L.5.1 General .54 NA.L.5.2 Polygonal masonry bonds .56 NA.L.5.3 Orthogonal masonry bonds .57 NA.L.6 Design of natural stone masonry .59 NA.L.6.1 General .59 NA.L.6.2 Analysis for axial and eccentric compression .60 NA.L.6.3 Tension and bending 60 NA.L.6.4

24、Analysis for shear .61 NCI Annex NA.M (normative) Amendments to the rules for the use of clay masonry units according to DIN EN 771-1 given in DIN V 20000-401:2005-06 62 NA.M.1 General .62 Re DIN V 20000-401:2005-06, clause 3 Terms and definitions .62 Re DIN V 20000-401:2005-06, 4.2 Declared values

25、62 Re DIN V 20000-401:2005-06, 4.3.1 Dimensions 62 Re DIN V 20000-401:2005-06, 4.3.2.1 Mean value 62 Re DIN V 20000-401:2005-06, 4.3.2.2 Range .64 Re DIN V 20000-401:2005-06, 4.4.2 Percentage of voids .64 Re DIN V 20000-401:2005-06, 4.4.3 Grip holes .64 Re DIN V 20000-401:2005-06, 4.4.4 Thickness of

26、 webs and shells 65 Re DIN V 20000-401:2005-06, 4.4.5 Shape and geometry of the perforations 65 Re DIN V 20000-401:2005-06, 4.5.1.1 Gross dry density General 66 Re DIN V 20000-401:2005-06, 4.5.2 Net dry density .66 Re DIN V 20000-401:2005-06, 4.6 Compressive strength normal to the bed joint 66 Re DI

27、N V 20000-401:2005-06, 5.3 Calculation of structural stability 66 Re DIN V 20000-401:2005-06, 5.5 Thermal insulation 66 Re DIN V 20000-401:2005-06, Annex A .66 DIN EN 1996-1-1/NA:2012-05 5 Foreword This document has been prepared by Working Committee NA 005-06-01 AA Mauerwerksbau of the Normenaussch

28、uss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN EN 1996-1-1:2010-12, Eurocode 6: Design of masonry structures Part 1-1: General rules for reinforced and unreinforced masonry structures. European Standard EN 1996-1-1:2005 allows national s

29、afety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verification methods, the provision of individual values and the selection of classes from designated classification systems. The relevant parts of the text ar

30、e identified in the European Standard by references to the possibility of national choice and are listed in Clause NA.2.1. This National Annex also includes non-contradictory complementary information (NCI) for the application of DIN EN 1996-1-1:2010-12 National paragraphs are preceded by the letter

31、s “NA” and the paragraph number in brackets. Reference is made in National Annex to European Technical Approvals and German national technical approvals. These are referred to hereinafter as “approvals”. This National Annex is an integral part of DIN EN 1996-1-1:2010-12. Amendments This document dif

32、fers from DIN 1053-1:1996-11, DIN 1053-3:1990-02 and DIN 1053-100:2007-09 as follows: a) The simplified and detailed calculation methods are dealt with in separate parts of the standard; b) the standard has been restructured; c) the semi-probabilistic safety concept has been introduced; d) reference

33、 is made to characteristic strength values; e) the calculation method has been revised, both technically and editorially; f) the figures have been editorially revised; g) masonry made of high-precision masonry elements has been included; h) nationally determined parameters (NDP) have been introduced

34、 in accordance with EN 1996-1-1; i) additional non-contradictory complementary information (NCl) has been included. The following corrections have been made to DIN EN 1996-1-1/NA:2012-01: a) the full text of the NDP re 3.6.2 and the NDP and NCI re 3.6.3 is now included; b) a reference to a standard

35、in the NCI re 3.1.1, (NA.5 ) has been corrected; c) a key has been added to Figure NA.9 und references to tables in Annex NA.M have been corrected. DIN EN 1996-1-1/NA:2012-05 6 Previous editions DIN 4156: 1943-05 DIN 1053: 1937x-02, 1952-12, 1962-11 DIN 1053-1: 1974-11, 1990-02, 1996-11 DIN 1053-2:

36、1984-07, 1996-11 DIN 1053-3: 1990-02 DIN 1053-100: 2004-08, 2006-08, 2007-09 DIN EN 1996-1-1/NA: 2012-01 NA 1 Scope This National Annex contains national provisions relating to the design of buildings and civil engineering works constructed of unreinforced and reinforced masonry where the reinforcem

37、ent is added to provide ductility and strength or increase durability. These national provisions are to be taken into account when applying DIN EN 1996-1-1:2010-12 in Germany. This National Annex is only valid in conjunction with DIN EN 1996-1-1:2010-12. NA 2 National provisions for the application

38、of DIN EN 1996-1-1:2010-12 NA 2.1 General EN 1996-1-1:2005 refers to the option of choosing Nationally Determined Parameters (NDPs) at the following places in the text: 2.4.3 (1)P Ultimate limit states; 2.4.4 (1) Serviceability limit states; 3.2.2 (1) Specification of masonry mortar; 3.6.1.2 (1) Cha

39、racteristic compressive strength of masonry other than shell-bedded masonry; 3.6.2 (3), (4) and (6) Characteristic shear strength of masonry; 3.6.3 (3) Characteristic flexural strength of masonry; 3.7.2 (2) Modulus of elasticity; 3.7.4 (2) Creep, moisture expansion or shrinkage and thermal expansion

40、; 4.3.3 (3) and (4) Reinforcing steel; 5.5.1.3 (3) Effective thickness of masonry walls; 6.1.2.2 (2) Slenderness ratio c; 8.1.2 (2) Minimum thickness of walls; 8.5.2.2 (2) Cavity walls and veneer walls; 8.5.2.3 (2) Double-leaf walls; DIN EN 1996-1-1/NA:2012-05 7 8.6.2 (1) Vertical chases and recesse

41、s; 8.6.3 (1) Horizontal and inclined chases. In addition, this National Annex contains non-contradictory complementary information for the application of DIN EN 1996-1-1:2010-12. This information is preceded by the letters “NCI”. NA 2.2 National provisions In the following, the clauses are numbered

42、as in DIN EN 1996-1-1:2010-12. Supplementary sections have been added as required. Re 1 General NCI re 1.2 Normative references NA DIN 105-100, Clay masonry units Part 100: Clay masonry units with specific properties NA DIN 488 (all parts), Reinforcing steels NA DIN 18015-3, Electrical installations

43、 in residential buildings Part 3: Wiring and disposition of electrical equipment NA DIN 18195-2, Water-proofing of buildings Part 2: Materials NA DIN 18195-4, Water-proofing of buildings Part 4: Water-proofing against ground moisture (capillary water, retained water) and non-accumulating seepage wat

44、er under floor slabs and on walls, design and execution NA DIN EN 1991-1-4/NA, National Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-4: General actions Wind actions NA DIN EN 1996-2/NA:2012-01, National Annex Nationally determined parameters Eurocode 6: Design of m

45、asonry structures Part 2: Design considerations, selection of materials and execution of masonry NA DIN EN 1996-3, Eurocode 6: Design of masonry structures Part 3: Simplified calculation methods for unreinforced masonry structures NA DIN EN 13914-1, Design, preparation and application of external re

46、ndering and internal plastering Part 1: External rendering NA DIN EN 13969, Flexible sheets for waterproofing Bitumen damp proof sheets including bitumen basement tanking sheets Definitions and characteristics NA DIN V 106, Calcium silicate units with specific properties NA DIN V 4165-100, Autoclave

47、d aerated concrete masonry units Part 100: High precision units and elements with specific properties NA DIN V 18151-100, Lightweight concrete hollow blocks Part 100: Hollow blocks with specific properties NA DIN V 18152-100, Lightweight concrete solid bricks and blocks Part 100: Solid bricks and bl

48、ocks with specific properties NA DIN V 18153-100, Concrete masonry units (Normal-weight concrete) Part 100: Masonry units with specific properties NA DIN V 18550, Plastering/rendering and plastering/rendering systems Execution DIN EN 1996-1-1/NA:2012-05 8 NA DIN V 18580:2007-03, Special masonry mort

49、ar NA DIN V 20000-202, Use of building products in construction works Part 202: Adaption standard for flexible sheets for waterproofing according to European Standards for use as waterproofing NA DIN V 20000-401:2005-06, Application of building products in structures Part 401: Rules for the application of clay masonry units NA DIN V 20000-402, Application of building products in structures Part 402: Rules for the application of calcium silicate masonry units NA DIN V 20000-403, Appl