Dmrb

1.4.3(2), 1.6.1(1), 1.7(3), 2.2.1.1(4), 2.3.3.1(4), 2.4(3), 3.1.3(3), 4.1.1(2), 4.1.1(10), 4.5.3.4(3), 4.7.2(1), 4.8.2.5(2), 4.8.3.13(6), 4.12.1(2), 4.12.2(2), 4.12.2(5), 4.12.3(3), 4.12.5(1), 4.12.5(2), 4.12.6(1), 4.12.6(3), 4.12.6(4), 5.1.2(1), 5.1.2(2), 5.1.2(3), 5.2(2), 5.2(3), 5.2(5), 5.2(6), 5.2(7), 5.3.1(2), 5.3.1(7), 5.3.2.1(1), 5.3.2.2(2), 5.5(1), 6.4.1.2(2), 8.1(2), K.2(3), K.4.2(2), K.4.3(1), K.4.3(2), K.5.1(1), K.5.3(1), K.5.4(1), L.5.2(3)

Ics

No copying without bsi permission except as permitted by copyright law Committees responsible for this Draft for Development The preparation of this Draft for Development was entrusted by Technical Committee B 525, Building and civil engineering structures, to Subcommittee B 525 10, Bridges, upon which the following bodies were represented British Constructional Steelwork Association Department of the Environment, Transport and the Regions (DETR) Highways Agency Institution of Civil Engineers...

Info

The loading codes to be used are (as qualified by the relevant UK NADs) ENV 1991-1, Eurocode 1 Basis of design and actions on structures Part 1 Basis of design. ENV 1991-2-1, Eurocode 1 Basis of design and actions on structures Part 2-1 Densities, self-weight and imposed loads. ENV 1991-2-3, Eurocode 1 Basis of design and actions on structures Part 2-3 Snow loads. ENV 1991-2-4, Eurocode 1 Basis of design and actions on structures Part 2-4 Wind loads. ENV 1991-2-6, Eurocode 1 Basis of design and...

Isbn

Committees responsible Inside front cover Text of National Application Document iii This Draft for Development has been prepared by Subcommittee B 525 10 and comprises the English language version of ENV 1994-2 1997, Eurocode 4 Design of composite steel and concrete structures Part 2 Composite bridges, as published by the European Committee for Standardization (CEN), and the National Application document (NAD) for use with the ENV for the design of bridges to be constructed in the United...

M

(2)P The values in Table 2.3 are assumed to take account of, inter alia, differences between the strength of test specimens of the structural materials and their strength in situ. They are applicable to some elastic mechanical properties, but only in cases specified in the relevant clauses in other cases they should be substituted by yM 1,0. For physical non-mechanical coefficients (e.g. density, thermal expansion), yM shall be taken as equal to 1,0. (3) Where values of yc lower than given in...

Part Composite bridges

Eurocode 4 Calcul des structures mixtes acier-b ton - Eurocode 4 Bemessung und Konstruktion von Partie 2 Ponts mixtes Verbundtragwerken aus Stahl und Beton - Teil 2 This European Prestandard (ENV) was approved by CEN on 11 August 1997 as a prospective standard for provisional application. The period of validity of this ENV is limited initially to three years. After two years the members of CEN will be requested to submit their comments, particularly on the question whether the ENV can be...

S

Neglecting concrete in stress calculation Vertical Related to shear connection (1) Reference should be made to 1.6.6 of ENV 1993-1-1 1992. (1) Reference should be made, if relevant, to 1.6.7 of ENV 1993-1-1 1992. (1) This European Prestandard incorporates, by dated and undated references, provisions from other publications. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Prestandard only when incorporated in it by amendment or...

En

Design of aluminium alloy structures (8) A separate sub-committee has been formed by CEN TC250 for each of the Eurocodes listed above. (9) This Part of ENV 1994 is being published as a European Prestandard (ENV) with an initial life of three years. (10) This Prestandard is intended for experimental application and for submission of comments. (11) After approximately two years CEN members will be invited to submit formal comments on this Prestandard to be taken into account in determining future...