SIST EN 13200-3:2018

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Zuschaueranlagen - Teil 3: Abschrankungen - AnforderungenInstallations pour spectateurs - Partie 3 : Éléments de séparation - ExigencesSpectator facilities - Part 3: Separating elements - Requirements97.220.10Športni objektiSports facilities97.200.10Gledališka, odrska in studijska oprema ter delovne postajeTheatre, stage and studio equipment91.040.10Javne stavbePublic buildingsICS:Ta slovenski standard je istoveten z:EN 13200-3:2018SIST EN 13200-3:2018en,fr,de01-december-2018SIST EN 13200-3:2018SLOVENSKI
STANDARDSIST EN 13200-3:20061DGRPHãþD



SIST EN 13200-3:2018



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13200-3
September
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{ yä t t rä s r Supersedes EN
s u t r ræ uã t r r wEnglish Version
Spectator facilities æ Part
uã Separating elements æ Requirements Installations pour spectateurs æ Partie
u ã Éléments de séparation æ Exigences
Zuschaueranlagen æ Teil
uã Abschrankungen æ Anforderungen This European Standard was approved by CEN on
s r December
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egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
9
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u t r ræ uã t r s z ESIST EN 13200-3:2018



EN 13200-3:2018 (E) 2 Contents Page European foreword . 4 Introduction . 5 1 Scope . 6 2 Normative references . 6 3 Terms and definitions . 6 4 General requirements . 8 4.1 Preliminary considerations . 8 4.2 Design procedures . 8 4.3 Barrier design and loading . 8 4.4 Barrier heights . 8 4.5 Deflection . 9 4.6 Fixings . 9 4.7 Safety details . 9 4.8 Support from adjacent construction . 9 4.9 Maintenance . 9 4.10 Barriers and sightline considerations . 9 5 Specific requirements . 10 5.1 General . 10 5.2 External perimeter barriers. 10 5.3 Activity area barriers . 10 5.3.1 Form, height and imposed load . 10 5.3.2 Emergency access to the activity area . 10 5.3.3 Requirements dependent upon sports or activities . 10 5.4 Segregation elements . 11 5.5 Crush barriers . 12 5.5.1 Main design criteria . 12 5.5.2 Crush barriers - factors determining the horizontal imposed load . 12 5.6 Barriers in spectator galleries . 13 5.7 Exit doors and gates . 13 5.7.1 General . 13 5.7.2 Loads . 13 5.8 Temporary barriers . 13 5.9 Front of stage barriers. 14 Annex A (normative)
Horizontal imposed loads for barriers in seating accommodation . 15 A.1 Table and figures . 15 A.2 Notes to Annex A . 20 A.3 Notes to Table A.1 . 21 Annex B (informative)
Horizontal imposed loads for barriers in standing accommodation . 22 B.1 Table and figures . 22 B.2 Notes to Annex B . 23 SIST EN 13200-3:2018



EN 13200-3:2018 (E) 3 Annex C (informative)
Horizontal imposed loads for external perimeter barrier and segregation elements . 24 C.1 Table and figures . 24 C.2 Notes to Annex C . 26 Annex D (informative)
Breaking of load related to grade slope . 27
SIST EN 13200-3:2018



EN 13200-3:2018 (E) 4 European foreword This document (EN 13200-3:2018) has been prepared by Technical Committee CEN/TC 315 “Spectator facilities”, the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by March 2019, and conflicting national standards shall be withdrawn at the latest by March 2019. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13200-3:2005. The significant changes with respect to previous version (EN 13200-3:2005) are: — Clause 3 Terms and definition; some have been added (3.1 Barrier) and other deleted (3.1 Separating element or barrier, 3.6 Barriers in front of and behind seating, 3.11 Design level, from EN 13200-3:2005); — Clause 4 has been technically reviewed and updated; — Clause 5 has been technically and editorially improved; — all annexes, figures and tables have been technically changed. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 13200-3:2018



EN 13200-3:2018 (E) 5 Introduction This European Standard has been prepared in order to specify the general design criteria for spectator facilities permanent or not with the purpose of enabling their functionality. This European Standard specifies safety and design characteristics of entry and exit elements of passage that are used in spectator facilities, either singularly or in combination, to provide a route. Within this European Standard minimum and recommended values for dimensions and loadings are occasionally presented. It should be recognized that these values are to be considered as values that in part recognize different national requirements as a basic provision. Attention is drawn to the fact that in certain countries additional/different requirements can be applicable due to existing national regulations or equivalent. The EN 13200 series, Spectator facilities, consist of the following parts: — Part 1: General characteristics for spectator viewing area; — Part 2 1): Characteristics; — Part 3: Separating elements - Requirements; — Part 4: Seats - Product characteristics; — Part 5: Telescopic stands; — Part 6: Demountable (temporary) stands; — Part 7: Entry and exit elements and routes; — Part 8 1): Safety Management; — Part 9 1): Communications systems in spectator facilities.
1) Draft in preparation. SIST EN 13200-3:2018



EN 13200-3:2018 (E) 6 1 Scope This document specifies design requirements for layout and product characteristics for separating elements within spectator accommodation at permanent or temporary entertainment venues including sport stadia, sport halls, indoor and outdoor facilities for the purpose of enabling their functionality. Other permanent venues such as theatres, cinemas, opera houses, lecture halls and similar are excluded from this document. Elements and barriers included in this document are: — barrier front of a row of fixed seats; — barrier adjacent to end row of seats; — barrier behind
a rear row of seats; — barrier at the foot of a gangway or on stairway, aligned at right angles to the direction of movement; — side or lateral barrier, aligned parallel to the direction of spectator movement; — gangway barriers; — gangway barriers in standing
areas, aligned at right angles to the direction of spectator movement; — crush barriers; — barriers for spectator galleries; — external perimeter barriers and barriers between sectors. 2 Normative references The following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 13200-1:2012, Spectator facilities — Part 1: General characteristics for spectator viewing area EN 13200-7, Spectator facilities — Part 7: Entry and exit elements and routes EN 1991-1-1, Eurocode 1: Actions on structures — Part 1-1: General actions — Densities, self-weight, imposed loads for buildings 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13200-1:2012 and the following apply. ISO and IEC maintain terminological databases for use in standardization at the following addresses: — IEC Electropedia: available at http://www.electropedia.org/ — ISO Online browsing platform: available at http://www.iso.org/obp SIST EN 13200-3:2018



EN 13200-3:2018 (E) 7 3.1 barrier element of building or structure, permanent or temporary, intended to prevent persons from falling or to retain, stop, guide for separating persons 3.2 external perimeter barrier barrier which separates the external area from the service area Note 1 to entry: See EN 13200–1:2012, Figure A.1. 3.3 activity area barrier barrier which separates viewing area from the activity area 3.4 segregation element any barrier which serves to separate areas of standing or seated places from adjoining areas of standing or seated places 3.5 crush barrier barrier which, combined with appropriate spacing, protects spectators from crushing, positioned in areas of standing accommodation 3.6 spectator gallery limited space, usually attached to a hospitality area, from which standing spectators can view the event 3.7 turnstile gate for admission with revolving arms which allows persons to pass through singly 3.8 temporary barrier barrier lasting or meant to last for a limited time and that will normally be removed after the event 3.9 datum finished level of the floor, roof, foundation slab, balcony, ramp, stage or pitch line of stairs, etc. 3.10 handrail rail normally grasped by hand for guidance or support 3.11 infill panel element of the barrier designed to prevent the risk of person falling SIST EN 13200-3:2018



EN 13200-3:2018 (E) 8 4 General requirements 4.1 Preliminary considerations 4.1.1 Where there exists for spectators a danger of falling or persons need to be retained, stopped, guided, separated, consideration shall be given to the need for either a barrier or other measures to achieve the objectives as mentioned in this sentence. In the assessment of the need for a barrier and the type of barrier to be provided, the designer and ground management shall consider the building use and the risks to building users. Where in a building more than one use is anticipated, either the barrier design shall be chosen to suit the worst case or more than one type of barrier shall be provided as appropriate to the location. 4.1.2 Where walls, glazing or other elements of buildings or structures perform the functions of barriers, the designer shall either: a) ensure that these separating elements satisfy the criteria given in this standard; or b) provide additional barriers designed in accordance with this standard. 4.2 Design procedures For barriers, limit state design procedures shall be used, according to the recommended procedure given in the Eurocode appropriate for the material to be used, treating the loads given as characteristic loads. When using limit state design, the partial safety factors for loads and materials shall be those recommended by the appropriate material's code of practice. The strength of the barrier shall be designed as Ultimate Limit State and the deflection as Serviceability Limit State. 4.3 Barrier design and loading Barriers shall be designed to resist safely the minimum horizontal imposed loads specified in Table A.1. Regardless of the height of the barrier (4.4), the horizontal imposed load shall be considered to act at a height of 1,1 m above the datum, when applied as a static load at right angles to the longitudinal axis. Designers shall ensure that any construction or structure acting as a support for barriers is of adequate strength and stability to resist safely all applied loads, without excessive stress, deflection or distortion. Where values are given for minimum and recommended levels of loading, the adoption of a value shall be substantiated by documented risk assessment, taking into account the purpose and position of that barrier during its lifecycle. Recommended values suit all applications. In applying Table A.1 due accord should be given to the National Regulations regarding safety. 4.4 Barrier heights Barriers used in standing accommodation, seated accommodation and on stairways and ramps shall be designed to a height of not less than 1,1 m, measured from the datum, unless they fall into one of the following two categories: a) barriers immediately behind a row of seats should be a minimum height of 1,1m above the datum, which in this case is the level of the seat (see Figures A.1 and A.2). In all cases, as stated in 4.3, regardless of the height, the horizontal imposed load shall still be considered to act at a height of 1,1 m above the datum. SIST EN 13200-3:2018



EN 13200-3:2018 (E) 9 NOTE 1 Further guidance on the height of crush barriers is provided in 5.4. b) barriers within 530 mm in front of fixed seating can be a minimum height of 800 mm above the datum (see Figures A.1 and A.2). NOTE 2 See specified in EN 13200–1:2012, Figures 3 and 4. In such cases, consideration shall be given to the horizontal width of the barrier to prevent falling over, i.e. in certain instances a lower height can be acceptable with a wide barrier (see Figure A.3). 4.5 Deflection A barrier for the protection of people that is structurally safe shall not possess sufficient flexibility to alarm the building users when subjected to normal service. This recommendation is in addition to any recommendations for limiting deflection under full load given in the appropriate structural codes for the material to be used, in which even the most onerous limit is to be applied. 4.6 Fixings Care shall be taken to ensure that the strength of the fixing is adequate for the loading to which the barrier will be subjected. All joints shall be designed to provide the full strength of the members being joined. Wherever a single fixing or support is essential to prevent the collapse or failure of a barrier, or of a critical part of a barrier, the design shall avoid reliance wholly on the pull-out strength of the fixing. Fixing design shall take particular account of the material into which the fixing is placed, the spacing between fixings, the edge distance, and the position of any reinforcement. 4.7 Safety details The finished barrier shall have no sharp edges or projections that can cause injury to persons or damage to clothing or other objects. Infill panels and balusters are intended to provide support and protection to the user, and shall be designed to restrain people without causing additional injury from sharp edges, thin sections, projecting details, etc. (see Table A.1). 4.8 Support from adjacent construction Designers shall ensure that any construction or structure acting as support for barriers is of adequate strength and stability to sustain all applied loads safely without excessive stress, deflection or distortion. 4.9 Maintenance The design shall provide the safe maintenance of barriers. Consideration shall be given to the possibility of tampering or vandalism. 4.10 Barriers and sightline considerations All spectators viewing areas shall have a clear, unobstructed view of the whole activity area, as defined in EN 13200-1. NOTE It is recognized that even barriers meeting the height requirements listed in 4.4 can obstruct sightlines.
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