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    I.S. EN 16116-2:2013

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    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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    RAILWAY APPLICATIONS - DESIGN REQUIREMENTS FOR STEPS, HANDRAILS AND ASSOCIATED ACCESS FOR STAFF - PART 2: FREIGHT WAGONS

    Available format(s):  Hardcopy, PDF

    Superseded date:  16-08-2021

    Language(s):  English

    Published date:  01-01-2013

    Publisher:  National Standards Authority of Ireland

    For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
    Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

    Dates of withdrawal of national standards are available from NSAI.

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    Table of Contents - (Show below) - (Hide below)

    Foreword
    Introduction
    1 Scope
    2 Normative references
    3 Terms and definitions
    4 Steps and handrails
    5 Shunter's stand
    6 Reserved spaces
    Annex A (normative) - Calculation of space for shunter
            (Berne Rectangle) in curves when using screw couplings
    Annex B (informative) - Gangways and other access solutions
    Annex ZA (informative) - Relationship between this European
             Standard and the Essential Requirements of EU Directive
             2008/57/EC

    Abstract - (Show below) - (Hide below)

    Describes the minimum requirements for ergonomic and structural integrity of steps and handrails used together to give staff access to freight wagons.

    General Product Information - (Show below) - (Hide below)

    Document Type Standard
    Publisher National Standards Authority of Ireland
    Status Superseded
    Superseded By

    Standards Referencing This Book - (Show below) - (Hide below)

    EN 12561-7:2011 Railway applications - Tank wagons - Part 7: Platforms and ladders
    EN 15273-2:2013+A1:2016 Railway applications - Gauges - Part 2: Rolling stock gauge
    EN 10025-2:2004/AC:2005 HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 2: TECHNICAL DELIVERY CONDITIONS FOR NON-ALLOY STRUCTURAL STEELS
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