DIN EN 1996-3 NA A1-2014 National Annex - Nationally determined parameters - Eurocode 6 Design of masonry structures - Part 3 Simplified calculation methods for unreinforced masonr.pdf

《DIN EN 1996-3 NA A1-2014 National Annex - Nationally determined parameters - Eurocode 6 Design of masonry structures - Part 3 Simplified calculation methods for unreinforced masonr.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1996-3 NA A1-2014 National Annex - Nationally determined parameters - Eurocode 6 Design of masonry structures - Part 3 Simplified calculation methods for unreinforced masonr.pdf（8页珍藏版）》请在麦多课文档分享上搜索。

1、March 2014 Translation by DIN-Sprachendienst.English price group 6No 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 9

2、1.010.30; 91.080.30!%,hn“2096975www.din.deDDIN EN 1996-3/NA/A1National Annex Nationally determined parameters Eurocode 6: Design of masonry structures Part 3: Simplifiedcalculation methods for unreinforced masonry structures;Amendment A1,English translation of DIN EN 1996-3/NA/A1:2014-03Nationaler A

3、nhang National festgelegte Parameter Eurocode 6: Bemessung und Konstruktion von Mauerwerksbauten Teil 3: VereinfachteBerechnungsmethoden fr unbewehrte Mauerwerksbauten; Englische bersetzung von DIN EN 1996-3/NA/A1:2014-03Annexe Nationale Paramtres dtermins au plan national Eurocode 6: Calcul des ouv

4、rages en maonnerie Partie 3: Mthodes de calculsimplifies pour les ouvrages en maonnerie non arme; Amendement A1,Traduction anglaise de DIN EN 1996-3/NA/A1:2014-03ModifiesDIN EN 1996-3/NA:2012-01www.beuth.deDocument comprises 8 pagesIn case of doubt, the German-language original shall be considered a

5、uthoritative.02.14nderung A1,DIN EN 1996-3/NA/A1:2014-03 2 A comma is used as the decimal marker. Contents Page Foreword 3 1 Amendment to NDP re D.1 4 DIN EN 1996-3/NA/A1:2014-03 3 Foreword This document has been prepared by Working Committee NA 005-06-01 AA Mauerwerksbau (SpA zu CEN/TC 125, CEN/TC

6、250/SC 6 und ISO/TC 179) of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document amends the National Annex to DIN EN 1996-3:2010-12, Eurocode 6: Design of masonry structures Part 3: Simplified calculation methods for unreinforced masonry structures. Europe

7、an Standard EN 1996-3:2006 allows national safety 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 classificatio

8、n systems. The relevant parts of the text are identified in the European Standard by references to the possibility of national choice and are listed in NA.2.1. This Amendment to the National Annex is an integral part of DIN EN 1996-3:2010-12. DIN EN 1996-3/NA/A1:2014-03 4 1 Amendment to NDP re D.1 R

9、eplace Table NA.D.1 by the following table: Table NA.D.1 Characteristic compressive strength fk, in N/mm2, of one-brick masonry made of vertically perforated clay masonry units with type A perforation (type HLzA), type B perforation (type HLzB), type T1 clay masonry units for masonry panels, perfora

10、ted calcium silicate masonry units and hollow calcium silicate masonry blocks with general purpose masonry mortar Compressive strength class of units fkN/mm2NM II NM IIa NM III NM IIIa 4 2,1 2,4 2,9 - 6 2,7 3,1 3,7 - 8 3,1 3,9 4,4 - 10 3,5 4,5 5,0 5,6 12 3,9 5,0 5,6 6,3 16 4,6 5,9 6,6 7,4 20 5,3 6,7

11、 7,5 8,4 28 5,3 6,7 9,2 10,3 36 5,3 6,7 10,6 11,9 48 5,3 6,7 12,5 14,1 60 5,3 6,7 14,3 16,0 Replace the title of Table NA.D.2 by the following title: “Table NA.D.2 Characteristic compressive strength fk, in N/mm2, of one-brick masonry made of vertically perforated clay masonry units with type W perf

12、oration (HLzW), clay masonry units for masonry panels (types T2, T3 and T4) and horizontally perforated clay masonry units (LLz) with general purpose masonry mortar” DIN EN 1996-3/NA/A1:2014-03 5 Replace Table NA.D.3 by the following table: Table NA.D.3 Characteristic compressive strength fk, in N/m

13、m2, of one-brick masonry made of solid clay masonry units, solid calcium silicate masonry units and solid calcium silicate blocks with general purpose masonry mortar Compressive strength class of units fkN/mm2NM II NM IIa NM III NM IIIa 2 - - - - 4 2,8 - - - 6 3,6 4,0 - - 8 4,2 4,7 - - 10 4,8 5,4 6,

14、0 - 12 5,4 6,0 6,7 7,5 16 6,4 7,1 8,0 8,9 20 7,2 8,1 9,1 10,1 28 8,8 9,9 11,0 12,4 36 10,2 11,4 12,7 14,3 48 10,2 11,4 15,1 16,9 60 10,2 11,4 15,1 16,9 Replace Table NA.D.4 by the following table: Table NA.D.4 Characteristic compressive strength fk, in N/mm2, of one-brick masonry made of high-precis

15、ion calcium silicate units and high-precision calcium silicate elements with thin-layer mortar Compressive strength class of units fkN/mm2High-precision elements High-precision units KS XL KS XL-N, KS XL-E KS P KS L-P 2 - - - - 4 2,9 2,9 2,9 2,9 6 4,0 4,0 4,0 3,7 8 5,0 5,0 5,0 4,4 10 6,0 6,0 6,0 5,0

16、 12 9,4 7,0 7,0 5,6 16 11,2 8,8 8,8 6,6 20 12,9 10,5 10,5 7,6 28 16,0 13,8 13,8 7,6 36 16,0 13,8 16,8 7,6 48 16,0 13,8 16,8 7,6 60 16,0 13,8 16,8 7,6 DIN EN 1996-3/NA/A1:2014-03 6 Replace Table NA.D.5 by the following table: Table NA.D.5 Characteristic compressive strength fk, in N/mm2, of one-brick

17、 masonry made of clay masonry units and calcium silicate masonry units with lightweight masonry mortar Compressive strength class of units fkN/mm2LM 21 LM 36 2 1,2 1,3 4 1,6 2,2 6 2,2 2,9 8 2,5 3,3 10 2,8 3,3 12 3,0 3,3 16 3,0 3,3 20 3,0 3,3 28 3,0 3,3 DIN EN 1996-3/NA/A1:2014-03 7 Replace Table NA.

18、D.6 by the following table: Table NA.D.6 Characteristic compressive strength fk, in N/mm2, of one-brick masonry made of lightweight aggregate concrete units and aggregate concrete units with general purpose masonry mortar Lightweight aggregate concrete units Compressive strength class of units fkN/m

19、m2Mortar group II IIa III and IIIa Hbl, Hbn 2 1,4 1,5 1,7 4 2,2 2,4 2,6 6 2,9 3,1 3,3 8 2,9 3,7 4,0 10 2,9 4,3 4,6 12 2,9 4,8 5,1 V, Vbl 2 1,5 1,6 1,8 4 2,5 2,7 3,0 6 3,4 3,7 4,0 8 3,4 4,5 5,0 10 3,4 5,4 5,9 12 3,4 6,1 6,7 16 3,4 6,1 8,3 20 3,4 6,1 9,8 Vn, Vbn Vm, Vmb 4 2,8 2,9 2,9 6 3,6 4,0 4,0 8 3

20、,6 4,7 5,0 10 3,6 5,4 6,0 12 3,6 6,0 6,7 16 3,6 6,0 8,0 20 3,6 6,0 9,1 DIN EN 1996-3/NA/A1:2014-03 8 Replace Table NA.D.7 by the following table: Table NA.D.7 Characteristic compressive strength fk, in N/mm2, of one-brick masonry made of solid lightweight aggregate concrete blocks with type Vbl S or Vbl SW chases with general purpose masonry mortar Compressive strength class of units fkN/mm2Mortar group II IIa III, IIIa 2 1,4 1,6 1,8 4 2,1 2,4 2,9 6 2,7 3,1 3,7 8 2,7 3,9 4,4 10 2,7 4,5 5,0 12 2,7 5,0 5,6