DIN EN 1991-1-1 NA A1-2015 National Annex - Nationally determined parameters - Eurocode 1 Actions on structures - Part 1-1 General actions - Densities self-weight imposed loads for.pdf

1、May 2015 Translation by DIN-Sprachendienst.English price group 4No 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.

2、010.30!%Bp“2315877www.din.deDDIN EN 1991-1-1/NA/A1National Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildings; Amendment A1,English translation of DIN EN 1991-1-1/NA/A1:2015-05Nationaler Anhang Nation

3、al festgelegte Parameter Eurocode 1: Einwirkungen auf Tragwerke Teil 1-1: Allgemeine Einwirkungen aufTragwerke Wichten, Eigengewicht und Nutzlasten im Hochbau; nderung A1,Englische bersetzung von DIN EN 1991-1-1/NA/A1:2015-05Annexe Nationale Paramtres dtermins au plan national Eurocode 1: Actions su

4、r les structures Partie 1-1: Actions gnrales Poids volumiques,poids propres, charges dexploitation btiments; Amendement A1,Traduction anglaise de DIN EN 1991-1-1/NA/A1:2015-05ModifiesDIN EN 1991-1-1/NA:2010-12www.beuth.deDocument comprises 4 pagesIn case of doubt, the German-language original shall

5、be considered authoritative.04.15 DIN EN 1991-1-1/NA/A1:2015-05 2 A comma is used as the decimal marker. Foreword This document has been prepared by Working Committee NA 005-51-02 AA Einwirkungen auf Bauten (SpA zu CEN/TC 250/SC 1) of the DIN-Normenausschuss Bauwesen (DIN Standards Committee Buildin

6、g and Civil Engineering). This document contains amendments to the National Annex to DIN EN 1991-1-1:2010-12, Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildings. European Standard EN 1991-1-1 allows national safety parameters, referred to

7、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 are identified in the European S

8、tandard by references to the possibility of national choice and are listed in Clause NA.2.1. This Amendment to the National Annex is an integral part of DIN EN 1991-1-1:2010-12. DIN EN 1991-1-1/NA/A1:2015-05 3 1 Amendment to NDP re 6.3.3.2 (1), Table 6.8 Replace Table 6.8DE by the following table: C

9、olumn 1 2 3 4 Line Category Use qkQkkN/m2kN 1 F1 Traffic and parking areas for light vehicles (total load 30 kN) Phosphorous compounds b, cor 20 a2 F2 Access ramps 5,0 cor 20aaFor categories F1 and F2 the axial load (Qk= 20 kN) or the wheel loads (0,5 Qk= 10 kN) may be of greatest relevance for the

10、verification of local stresses (e.g. lateral force at the support or punching shear under a wheel load). For Qkthe load model given in Figure 6.2 shall be assumed, but using a square of side lengths a = 200 mm. bIf the influence area AEF(in m2) is able to be unequivocally determined in structural sy

11、stems, the area load can be reduced as follows: 2,2 + 35/AEF 3,0 kN/m2 2,5 kN/m2As an alternative, the influence area AEFcan also be calculated as the loaded area A according to 6.3.1.2 (10). cA value of 2,5 kN/m2is sufficient when determining the transmission of loads to supports, walls and foundat

12、ions. 2 Amendment to NCI NA.3.3.3 Additional rules for vehicle traffic on external basement roofs and floor surfaces intended to be driven upon on a regular basis Replace (NA.1) as follows (amendment applies to German version only): (NA.1) For external basement roofs and other floor surfaces that ar

13、e intended to be driven upon by vehicles, the loads of bridge classes (16/16 to 30/30) as given in DIN 1072 apply. 3 Amendment to NCI re 6.3.4.2, Table 6.11 Add the following paragraph at the end: If the structural circumstances are such that roof surfaces of category K for helicopters are not able

14、to be driven upon by any type of vehicle, for transmission of the evenly distributed imposed load to roof elements supporting these roofs the imposed load may be reduced from 5 kN/m2to 3 kN/m2. 4 Amendment to NCI re Annex NA.A, Table NA.A.13 In Table NA.A.13 “Density of masonry with general-purpose,

15、 lightweight or thin layer mortar” (Apparent) density (Bulk weight) density in kN/m3for masonry with g/cm3general-purpose mortar lightweight or thin layer mortar 2,41 to 2,60 26 26 5 Amendment to NCI re Annex NA.A, all tables The numbering of the tables in Annex NA.A shall be moved upwards by one nu

16、mber. DIN EN 1991-1-1/NA/A1:2015-05 4 Bibliography ISO 12494, Atmospheric icing of structures Official expertise of the Deutscher Wetterdienst (German National Meteorological Service): Die Eislastenbedingungen in Deutschland, Zuarbeit im Rahmen der Erarbeitung der Euro-Eislast-Norm. Deutscher Wetterdienst Potsdam, March 1999.