EN 1992-1-2:2004

Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design

(1)P  This Part 1-2 of EN 1992 deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1992-1-1 and EN 1991-1-2.  This part 1-2 only identifies differences from, or supplements to, normal temperature design.
(2)P  This Part 1-2 of EN 1992 deals only with passive methods of fire protection. Active methods are not covered.
(3)P  This Part 1-2 of EN 1992  applies to concrete structures  that are required to fulfil certain functions when exposed to fire, in terms of:
- avoiding premature collapse of the structure (load bearing function)
- limiting fire spread (flame, hot gases, excessive heat) beyond designated areas (separating function)
(4)P  This Part 1-2 of EN 1992 gives principles and application rules (see EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(5)P  This Part 1-2 of EN 1992 applies to structures, or parts of structures, that are within the scope of EN 1992-1-1 and are designed accordingly. However, it does not cover:
- structures with prestressing by external tendons
- shell structures
(6)P  The methods given in this Part 1-2 of EN 1992 are applicable to normal weight concrete up to strength class C90/105 and for lightweight concrete up to strength class LC55/60. Additional and alternative rules for strength classes above C50/60 are given in section 6.

Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall

(1)P EN 1992-1-2 behandelt die Bemessung von Betontragwerken für den Sonderlastfall Brandeinwirkung und ist in Verbindung mit EN 1992-1-1 und EN 1991-1-2 anzuwenden. EN 1992-1-2 enthält abweichende und zusätzliche Regelungen zu den Bemessungsregeln für Tragwerke bei Normaltemperatur.
(2)P EN 1992-1-2 enthält nur Methoden des passiven konstruktiven (baulichen) Brandschutzes. Methoden des aktiven Brandschutzes werden nicht erfasst.
(3)P EN 1992-1-2 gilt für Betontragwerke, die bei Brandeinwirkung bestimmte Kriterien erfüllen müssen:
- Vermeiden eines vorzeitigen Tragwerkeinsturzes (Tragfähigkeit)
- Begrenzung der Brandausbreitung (Flammen, heiße Gase, extreme Hitze) über festgelegte Flächen hinaus (raumabschließende Wirkung)
(4)P EN 1992-1-2 enthält Prinzipien und Anwendungsregeln (siehe EN 1991-1-2) im Hinblick auf die Tragwerksbemessung zur Erfüllung der vorher genannten Funktionen und Leistungskriterien.
(5)P EN 1992-1-2 gilt für Tragwerke oder Teilen von Tragwerken die zum Anwendungsbereich von EN 1992-1-1 gehören und entsprechend bemessen sind. Nicht behandelt werden dagegen:
- Tragwerke mit externer Vorspannung
- Schalentragwerke
(6)P Die Bemessungsverfahren in EN 1992-1-2 gelten für Normalbeton bis zur Festigkeitsklasse C90/105und für Leichtbeton bis zur Festigkeitsklasse LC55/60. Im Abschnitt 6 werden zusätzliche und alternative Regeln für die Festigkeitsklasse größer C50/60 gegeben.

Eurocode 2: Calcul des structures en béton - Partie 1-2: Règles générales - Calcul du comportement au feu

(1)P    La Partie 1-2 de l'EN 1992 traite du calcul des structures en béton en situation accidentelle d'exposition au feu ; elle est destinée à être utilisée conjointement avec l'EN 1992-1-1 et l'EN 1991-1-2. Cette partie 1-2 identifie uniquement les différences, ou les éléments supplémentaires, par rapport au calcul aux températures normales.
(2)P    La partie 1-2 de l'EN 1992 vise uniquement les méthodes passives de protection contre l'incendie. Les méthodes actives ne sont pas traitées.
(3)P    La partie 1-2 de l'EN 1992 s'applique aux structures en béton requises pour remplir certaines fonctions lorsqu'elles sont exposées au feu, à savoir :
- éviter une ruine prématurée de la structure (fonction porteuse)
- limiter l'extension du feu (flammes, gaz chauds, chaleur excessive) en dehors des zones concernées (fonction séparative).
(4)P    La partie 1-2 de l'EN 1992 donne des principes et des règles d'application (voir l'EN 1991-1-2) pour le calcul des structures en vue de satisfaire aux exigences spécifiées, selon les fonctions et niveaux de performance susmentionnés.
(5)P    La partie 1-2 de l'EN 1992 s'applique aux structures ou aux parties de structures qui relèvent du domaine d'application de l'EN 1992-1-1 et sont calculées en conséquence. Toutefois, elle ne couvre pas :
- les structures à précontrainte extérieure,
- les structures en coque.
(6)P    Les méthodes indiquées dans la partie 1-2 de l'EN 1992 sont applicables au béton de densité normale présentant une classe de résistance jusqu'à C90/105 et au béton léger présentant une classe de résistance jusqu'à LC55/60. Des règles complémentaires  pour les classes de résistance supérieures à C50/60 sont données dans la section 6.

Evrokod 2: Projektiranje betonskih konstrukcij - 1-2. del: Splošna pravila - Projektiranje požarnovarnih konstrukcij

Ta 1-2. del standarda EN 1992 obravnava projektiranje betonskih konstrukcij pri nezgodnem projektnem stanju zaradi izpostavljenosti požaru in se uporablja v povezavi z EN 1992-1-1 in EN 1991-1-2. Podaja samo spremenjena in dodatna pravila glede na pravila za projektiranje konstrukcij pri normalni temperaturi.
Ta 1-2. del standarda EN 1992 obravnava samo metode pasivne požarne zaščite, metode aktivne zaščite v njem niso obravnavane.
Ta 1-2. del standarda EN 1992 se uporablja za betonske konstrukcije, ki morajo v primeru izpostavljenosti požaru izpolniti določene kriterije glede:
preprečitve prehitre porušitve konstrukcije (funkcija nosilnosti),
omejevanja širjenja požara (plamena, vročih plinov, čezmerne toplote) preko določenega območja (funkcija ločevanja).
Ta 1-2. del standarda EN 1992 podaja načela in pravila (glej EN 1991-1-2) za projektiranje konstrukcij po posebnih zahtevah glede na izpolnjevanje predhodno navedenih funkcij in ravni obnašanja.
Ta 1-2. del standarda EN 1992 se uporablja za ustrezno projektirane konstrukcije ali dele konstrukcij s področja uporabe standarda EN 1992-1-1. Ta del standarda pa ne obravnava:
z zunanjimi kabli prednapetih konstrukcij, lupinastih konstrukcij.
Metode, podane v tem 1-2. delu standarda EN 1992, so uporabne za betone običajne teže do trdnostnega razreda C90/105 in za lahke betone do trdnostnega razreda LC55/60. Dodatna in alternativna pravila za trdnostne razrede betona, višje od C50/60, so podana v poglavju 6.

General Information

• Status: Withdrawn
• Publication Date: 14-Dec-2004
• Withdrawal Date: 21-Nov-2023
• ICS: 13.220.50 - Fire-resistance of building materials and elements
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.40 - Concrete structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 2 - Eurocode 2: Design of concrete structures
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1992-1-2:2005 - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design

Relations

• Replaces: ENV 1992-1-2:1995/AC:1996 - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-1-2:1995 - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
• Effective Date: 22-Dec-2008
• Replaced By: EN 1992-1-2:2023 - Eurocode 2 - Design of concrete structures – Part 1-2: Structural fire design
• Effective Date: 18-Jan-2023
• Amended By: EN 1992-1-2:2004/A1:2019 - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
• Effective Date: 04-Apr-2017
• Corrected By: EN 1992-1-2:2004/AC:2008 - Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
• Effective Date: 12-Dec-2009

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire designEvrokod 2: Projektiranje betonskih konstrukcij - 1-2. del: Splošna pravila - Projektiranje požarnovarnih konstrukcijEurocode 2:
Calcul des structures en béton - Partie 1-2:
Regles générales - Calcul du comportement au feuEurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den BrandfallTa slovenski standard je istoveten z:EN 1992-1-2:2004SIST EN 1992-1-2:2005en91.080.40Betonske konstrukcijeConcrete structures91.010.30Technical aspects13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:SIST ENV 1992-1-2:2004/AC:2004SIST ENV 1992-1-2:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1992-1-2:200501-maj-2005

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1992-1-2
December 2004 ICS 13.220.50; 91.010.30; 91.080.40 Supersedes ENV 1992-1-2:1995 English version
Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design
Eurocode 2:
Calcul des structures en béton - Partie 1-2:
Règles générales - Calcul du comportement au feu
Eurocode 2: Planung von Stahlbeton- und Spannbetontragwerken - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall This European Standard was approved by CEN on 8 July 2004.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2004 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1992-1-2:2004: E

Contents List
1 General 1.1 Scope
1.1.1 Scope of Eurocode 2
1.1.2 Scope of Part 1-2 of Eurocode 2 1.2 Normative references 1.3 Assumptions 1.4 Distinctions between principles and application rules 1.5 Definitions 1.6 Symbols
1.6.1 Supplementary symbols to EN 1992-1-1
1.6.2 Supplementary subscripts to EN 1992-1-1
2 Basis of design 2.1 Requirements
2.1.1 General
2.1.2 Nominal fire exposure
2.1.3 Parametric fire exposure 2.2
Actions
2.3
Design values of material properties
2.4
Verification methods 2.4.1 General 2.4.2
Member analysis
2.4.3
Analysis of part of the structure 2.4.4
Global structural analysis
3 Material properties 3.1 General
3.2 Strength and deformation properties at elevated temperatures 3.2.1 General 3.2.2 Concrete
3.2.2.1
Concrete under compression 3.2.2.2
Tensile strength 3.2.3 Reinforcing steel 3.2.4 Prestressing steel 3.3
Thermal and physical properties of concrete with siliceous and calcareous aggregates 3.3.1
Thermal elongation
3.3.2
Specific heat
3.3.3
Thermal conductivity 3.4
Thermal elongation of reinforcing and prestressing steel
Design
procedures 4.1
General
4.2
Simplified calculation method 4.2.1
General 4.2.2
Temperature profiles 4.2.3
Reduced cross-section 4.2.4 Strength reduction
4.2.4.1
General
4.2.4.2
Concrete
4.2.4.3
Steel 4.3 Advanced calculation methods
4.3.1 General
4.3.2 Thermal response
4.3.3 Mechanical response
4.3.4 Validation of advanced calculation models 4.4 Shear, torsion and anchorage 4.5 Spalling
4.5.1
Explosive spalling
4.5.2 Falling off of concrete 4.6 Joints 4.7 Protective layers
5 Tabulated data 5.1
Scope
5.2
General design rules
5.3 Columns
5.3.1 General 5.3.2 Method A for assessing fire resistance of columns 5.3.3 Method B for assessing fire resistance of columns 5.4
Walls 5.4.1
Non load-bearing walls (partitions) 5.4.2
Load-bearing solid walls
5.4.3
Fire walls 5.5
Tensile members
5.6
Beams 5.6.1 General
5.6.2
Simply supported beams
5.6.3
Continuous beams
5.6.4
Beams exposed on all sides
5.7 Slabs 5.7.1
General
5.7.2
Simply supported solid slabs
5.7.3
Continuous solid slabs
5.7.4
Flat slabs
5.7.5
Ribbed slabs
6 High strength concrete (HSC) 6.1 General 6.2 Spalling 6.3 Thermal properties 6.4 Structural design
6.4.1 Calculation of load-carrying capacity
6.4.2 Simplified calculation method
6.4.2.1
Columns and walls
6.4.2.2
Beams and slabs
6.4.3 Tabulated data
Informative annexes
A Temperature profiles
B Simplified calculation methods
C
Buckling of columns under fire conditions
D Calculation methods for shear, torsion and anchorage
E Simplified calculation method for beams and slabs
Foreword
This European Standard EN 1992-1-2 , “Design of concrete structures - Part 1-2 General rules - Structural fire design", has been prepared by Technical Committee CEN/TC250 ”Structural Eurocodes”, the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes.
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 June 2005, and conflicting National Standards shall be withdrawn at latest by March 2010.
This European standard supersedes ENV 1992-1-2: 1995.
According to the CEN-CENELEC Internal Regulations, the National Standard Organisations of the following countries are bound to implement these European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Background of the Eurocode programme
In 1975, the Commission of the European Community decided on an action programme in the field of construction, based on article 95 of the Treaty. The objective of the programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications.
Within this action programme, the Commission took the initiative to establish a set of harmonised technical rules for the design of construction works which, in a first stage, would serve as an alternative to the national rules in force in the Member States and, ultimately, would replace them.
For fifteen years, the Commission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eurocodes programme, which led to the first generation of European codes in the 1980s.
In 1989, the Commission and the Member States of the EU and EFTA decided, on the basis of an agreement1 between the Commission and CEN, to transfer the preparation and the
1 Agreement between the Commission of the European Communities and the European Committee for Standardisation (CEN) concerning the work on EUROCODES for the design of building and civil engineering works (BC/CEN/03/89).

publication of the Eurocodes to the CEN through a series of Mandates, in order to provide them with a future status of European Standard (EN). This links de facto the Eurocodes with the provisions of all the Council’s Directives and/or Commission’s Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction products - CPD - and Council Directives 93/37/EEC, 92/50/EEC and 89/440/EEC on public works and services and equivalent EFTA Directives initiated in pursuit of setting up the internal market).
The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts:
EN 1990 Eurocode: Basis of Structural Design
EN 1991 Eurocode 1: Actions on structures EN 1992 Eurocode 2: Design of concrete structures EN 1993 Eurocode 3: Design of steel structures EN 1994 Eurocode 4: Design of composite steel and concrete structures EN 1995 Eurocode 5: Design of timber structures EN 1996 Eurocode 6: Design of masonry structures EN 1997 Eurocode 7: Geotechnical design EN 1998 Eurocode 8: Design of structures for earthquake resistance EN 1999 Eurocode 9: Design of aluminium structures
Eurocode standards recognise the responsibility of regulatory authorities in each Member State and have safeguarded their right to determine values related to regulatory safety matters at national level where these continue to vary from State to State.
Status and field of application of Eurocodes
The Member States of the EU and EFTA recognise that Eurocodes serve as reference documents for the following purposes :
– as a means to prove compliance of building and civil engineering works with the essential requirements of Council Directive 89/106/EEC, particularly Essential Requirement N°1 – Mechanical resistance and stability – and Essential Requirement N°2 – Safety in case of fire ;
– as a basis for specifying contracts for construction works and related engineering services ;
– as a framework for drawing up harmonised technical specifications for construction products (ENs and ETAs)
The Eurocodes, as far as they concern the construction works themselves, have a direct relationship with the Interpretative Documents2 referred to in Article 12 of the CPD, although they are of a different nature from harmonised product standards3. Therefore, technical aspects arising from the Eurocodes work need to be adequately considered by CEN Technical
2 According to Art. 3.3 of the CPD, the essential requirements (ERs) shall be given concrete form in interpretative documents for the creation of the necessary links between the essential requirements and the mandates for harmonised ENs and ETAGs/ETAs. 3 According to Art. 12 of the CPD the interpretative documents shall : a) give concrete form to the essential requirements by harmonising the terminology and the technical bases and indicating classes or levels for each requirement where necessary ; b) indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods of calculation and of proof, technical rules for project design, etc. ; c) serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals. The Eurocodes, de facto, play a similar role in the field of the ER 1 and a part of ER 2.

Committees and/or EOTA Working Groups working on product standards with a view to achieving full compatibility of these technical specifications with the Eurocodes.
The Eurocode standards provide common structural design rules for everyday use for the design of whole structures and component products of both a traditional and an innovative nature. Unusual forms of construction or design conditions are not specifically covered and additional expert consideration will be required by the designer in such cases.
National Standards implementing Eurocodes
The National Standards implementing Eurocodes will comprise the full text of the Eurocode (including any annexes), as published by CEN, which may be preceded by a National title page and National foreword, and may be followed by a National Annex.
The National Annex may only contain information on those parameters which are left open in the Eurocode for national choice, known as Nationally Determined Parameters, to be used for the design of buildings and civil engineering works to be constructed in the country concerned, i.e. : – values and/or classes where alternatives are given in the Eurocode, – values to be used where a symbol only is given in the Eurocode, – country specific data (geographical, climatic, etc.), e.g. snow map, – the procedure to be used where alternative procedures are given in the Eurocode, – decisions on the application of informative annexes, – references to non-contradictory complementary information to assist the user to apply the Eurocode.
Links between Eurocodes and products harmonised technical specifications (ENs and ETAs)
There is a need for consistency between the harmonised technical specifications for construction products and the technical rules for works4. Furthermore, all the information accompanying the CE Marking of the construction products which refer to Eurocodes should clearly mention which Nationally Determined Parameters have been taken into account.
Additional information specific to EN 1992-1-2
EN 1992- 1-2 describes the Principles, requirements and rules for the structural design of buildings exposed to fire, including the following aspects.
Safety requirements
EN 1992-1-2 is intended for clients (e.g. for the formulation of their specific requirements), designers, contractors and relevant authorities.
The general objectives of fire protection are to limit risks with respect to the individual and society, neighbouring property, and where required, environment or directly exposed property, in the case of fire.
4 see Art.3.3 and Art.12 of the CPD, as well as clauses 4.2, 4.3.1, 4.3.2 and 5.2 of ID 1.

Construction Products Directive 89/106/EEC gives the following essential requirement for the limitation of fire risks:
"The construction works must be designed and build in such a way, that in the event of an outbreak of fire - the load bearing resistance of the construction can be assumed for a specified period of time -
the generation and spread of fire and smoke within the works are limited -
the spread of fire to neighbouring construction works is limited
-
the occupants can leave the works or can be rescued by other means -
the safety of rescue teams is taken into consideration".
According to the Interpretative Document N° 2 "Safety in case of fire" the essential requirement may be observed by following various possibilities for fire safety strategies prevailing in the Member states like conventional fire scenarios (nominal fires) or “natural” (parametric) fire scenarios, including passive and/or active fire protection measures.
The fire parts of Structural Eurocodes deal with specific aspects of passive fire protection in terms of designing structures and parts thereof for adequate load bearing resistance and for limiting fire spread as relevant.
Required functions and levels of performance can be specified either in terms of nominal (standard) fire re
...


6/29(16.,  6,67(1
 
67$1'$5' 
PDM
 




    
    
    
    
 

 (YURNRG3URMHNWLUDQMHEHWRQVNLKNRQVWUXNFLM±GHO6SORãQDSUDYLOD±
 3URMHNWLUDQMHSRåDUQRYDUQLKNRQVWUXNFLM

 (XURFRGH'HVLJQRIFRQFUHWHVWUXFWXUHV±3DUW*HQHUDOUXOHV±6WUXFWXUDO
 ILUHGHVLJQ

 (XURFRGH&DOFXOGHVVWUXFWXUHVHQEpWRQ±3DUWLH5HJOHVJpQpUDOHV±
 &DOFXOGXFRPSRUWHPHQWDXIHX

 (XURFRGH%HPHVVXQJXQG.RQVWUXNWLRQYRQ6WDKOEHWRQXQG
 6SDQQEHWRQWUDJZHUNHQ±7HLO$OOJHPHLQH5HJHOQ±7UDJZHUNVEHPHVVXQJIU
 GHQ%UDQGIDOO
















  



 
"!##" !$%’&)(*+"!!,-",#.0/123
*452678691:;<=>=":5?@50!A
 


BDCFEGEGHGIJGJGK-LMNPOPQR-SGTVUWURPXWYUYZVY8[-\SWY\RP]G\^]FU[-\8_GU‘NKPa\G[PbcRPNGdVQPOG\FR‘Q’_-QFMNPYQ’\FMUW]8QFMNPOcRGUe]8NPOGNFM‘QR-NK

6,67(1
1$&,21$/1,892'
6WDQGDUG6,67(1VO(YURNRG3URMHNWLUDQMHEHWRQVNLKNRQVWUXNFLM±GHO6SORãQD
SUDYLOD ± 3URMHNWLUDQMH SRåDUQRYDUQLK NRQVWUXNFLM  LPD VWDWXV VORYHQVNHJD VWDQGDUGD LQ MH
LVWRYHWHQHYURSVNHPXVWDQGDUGX(1HQ(XURFRGH'HVLJQRIFRQFUHWHVWUXFWXUHV±3DUW
*HQHUDOUXOHV±6WUXFWXUDOILUHGHVLJQ
1$&,21$/1,35('*2925
(YURSVNL VWDQGDUG (1  MH SULSUDYLO WHKQLþQL RGERU (YURSVNHJD NRPLWHMD ]D
VWDQGDUGL]DFLMR&(17&.RQVWUXNFLMVNLHYURNRGLNDWHUHJDWDMQLãWYRMHYSULVWRMQRVWL%6,
6ORYHQVNLVWDQGDUG6,67(1MHSUHYRGHYURSVNHJDVWDQGDUGD(19
SULPHUXVSRUDJOHGHEHVHGLODVORYHQVNHJDSUHYRGDYWHPVWDQGDUGXMHRGORþLOHQL]YLUQLHYURSVNL
VWDQGDUGYDQJOHãNHPMH]LNX6ORYHQVNRL]GDMRVWDQGDUGDMHSULSUDYLOWHKQLþQLRGERU6,677&.21
.RQVWUXNFLMH
=9(=$=1$&,21$/1,0,67$1'$5',
9VWDQGDUGX6,67(1SRPHQLVNOLFHYDQMHQDHYURSVNHLQPHGQDURGQHVWDQGDUGHNLMH
YNOMXþHQRYWDHYURSVNLVWDQGDUGVNOLFHYDQMHQDHQDNRYUHGQHVORYHQVNHVWDQGDUGHQSU
(1SRPHQL6,67(1
1$&,21$/1,'2'$7(.
9VNODGXVVWDQGDUGRP(1ERSULSUDYOMHQQDFLRQDOQLGRGDWHNNVWDQGDUGX6,67(1
 1DFLRQDOQL GRGDWHN YVHEXMH DOWHUQDWLYQH SRVWRSNH YUHGQRVWL LQ SULSRURþLOD ]D UD]UHGH ]
RSRPEDPLNLNDåHMRNMHVHODKNRXYHOMDYLQDFLRQDOQDL]ELUD=DWRERQDFLRQDOQLGRGDWHN6,67(1
$YVHERYDOQDFLRQDOQRGRORþHQHSDUDPHWUHNLMLKMHWUHEDXSRUDELWLSULSURMHNWLUDQMXVWDYELQ
JUDGEHQLKLQåHQLUVNLKREMHNWRYNLERGR]JUDMHQLY5HSXEOLNL6ORYHQLML

1DFLRQDOQDL]ELUDMHY6,67(1GRYROMHQDY

3


3
3







3


35('+2'1$,='$-$
6,67(19 (XURFRGH  3URMHNWLUDQMH EHWRQVNLK NRQVWUXNFLM ±  GHO
3URMHNWLUDQMHSRåDUQRYDUQLKNRQVWUXNFLM
,,
6,67(1

2320%(
± 3RYVRG NMHU VH Y EHVHGLOX VWDQGDUGD XSRUDEOMD L]UD] ³HYURSVNL VWDQGDUG´ Y
6,67(1WRSRPHQL³VORYHQVNLVWDQGDUG´
± 1DFLRQDOQLXYRGLQQDFLRQDOQLSUHGJRYRUQLVWDVHVWDYQLGHOVWDQGDUGD
± 7DQDFLRQDOQLGRNXPHQWMHLVWRYHWHQ(1LQMHREMDYOMHQ]GRYROMHQMHP
   &(1
   5XHGH6WDVVDUW
   %UXVHOM
   %HOJLMD

 7KLVQDWLRQDOGRFXPHQWLVLGHQWLFDOZLWK(1DQGLVSXEOLVKHGZLWKWKHSHUPLVVLRQRI

   &(1
   5XHGH6WDVVDUW
   %UX[HOOHV
   %HOJLXP








  
,,,
6,67(1










3UD]QDVWUDQ

,9

(95236.,67$1'$5' (1
(8523($167$1'$5'
1250((8523e(11(
(8523b,6&+(1250 6HSWHPEHU
,&6 1DGRPHãþD(19




6ORYHQVNDL]GDMD

(YURNRG3URMHNWLUDQMHEHWRQVNLKNRQVWUXNFLM±
GHO6SORãQDSUDYLOD±3URMHNWLUDQMHSRåDUQRYDUQLKNRQVWUXNFLM

(XURFRGH'HVLJQRIFRQFUHWH (XURFRGH  &DOFXO GHV (XURFRGH  3ODQXQJ YRQ
VWUXFWXUHV±3DUW*HQHUDO VWUXFWXUHVHQEpWRQ±3DUWLH 6WDKOEHWRQXQG6SDQQEHWRQWUDJ
UXOHV±6WUXFWXUDOILUHGHVLJQ 5qJOHVJpQpUDOHV±&DOFXO ZHUNHQ ± 7HLO  $OOJHPHLQH
 GXFRPSRUWHPHQWDXIHX 5HJHOQ ± 7UDJZHUNVEHPHVVXQJ
 IUGHQ%UDQGIDOO




7DHYURSVNLVWDQGDUGMH&(1VSUHMHOMXOLMD
ýODQL&(1PRUDMRL]SROQMHYDWLQRWUDQMHSUHGSLVH&(1&(1(/(&VNDWHULPMHSUHGSLVDQRGDPRUDELWL
WDVWDQGDUGEUH]NDNUãQLKNROLVSUHPHPEVSUHMHWNRWQDFLRQDOQLVWDQGDUG1DMQRYHMãLVH]QDPLWHK
QDFLRQDOQLKVWDQGDUGRY]QMLKRYLPLELEOLRJUDIVNLPLSRGDWNLVHQD]DKWHYRODKNRGRELMRSUL&HQWUDOQHP
VHNUHWDULDWXDOLNDWHULNROLþODQLFL&(1

7DHYURSVNLVWDQGDUGREVWDMDYWUHKL]YLUQLKL]GDMDKDQJOHãNLIUDQFRVNLLQQHPãNL,]GDMHYGUXJLK
MH]LNLKNLMLKþODQL&(1QDODVWQRRGJRYRUQRVWSUHYHGHMRLQL]GDMRWHUSULMDYLMRSUL8SUDYQHPFHQWUX
&(1YHOMDMRNRWXUDGQHL]GDMH

ýODQL&(1 VRQDFLRQDOQL RUJDQL ]DVWDQGDUGH $YVWULMH %HOJLMH&LSUDýHãNHUHSXEOLNH'DQVNH
(VWRQLMH)LQVNH)UDQFLMH*UþLMH,VODQGLMH,UVNH,WDOLMH/DWYLMH/LWYH/XNVHPEXUJD0DGåDUVNH
0DOWH1HPþLMH1L]R]HPVNH1RUYHãNH3ROMVNH3RUWXJDOVNH6ORYDãNH6ORYHQLMHâSDQLMHâYHGVNH
âYLFHLQ=GUXåHQHJDNUDOMHVWYD






Ü


&(1
(YURSVNLNRPLWH]DVWDQGDUGL]DFLMR
(XURSHDQ&RPPLWWHHIRU6WDQGDUGL]DWLRQ
(XURSlLVFKHV.RPLWHHIU1RUPXQJ
&RPLWp(XURSpHQGH1RUPDOLVDWLRQ
fhg7>i":e.%j=50c:1"1:k#lm#,-"=m;j1"26
npoq"qFrtsuvGwx"yz8{@uF|Fw}~vFy~uF|yz4v}%|vF{~Fu|{ux"yz8{@{88w?F"o"e8ooq"q

6,67(1
9VHELQD 6WUDQ

6SORãQR
3RGURþMHXSRUDEH
3RGURþMHXSRUDEHHYURNRGD
3RGURþMHXSRUDEHGHODHYURNRGD
=YH]HVVWDQGDUGL
3UHGSRVWDYNH
5D]OLNRYDQMHPHGQDþHOLLQSUDYLOL]DXSRUDER
'HILQLFLMH
6LPEROL
'RGDWQLVLPEROLN(1
'RGDWQLLQGHNVLN(1
2VQRYHSURMHNWLUDQMD
=DKWHYH
6SORãQR
,]SRVWDYOMHQRVWQD]LYQHPXSRåDUX
,]SRVWDYOMHQRVWSDUDPHWULþQHPXSRåDUX
9SOLYL
3URMHNWQHYUHGQRVWLODVWQRVWLPDWHULDOD
0HWRGHGRND]RYDQMD
6SORãQR
$QDOL]DSRVDPH]QLKHOHPHQWRY
$QDOL]DGHORYNRQVWUXNFLMH
*OREDOQDDQDOL]DNRQVWUXNFLMH
/DVWQRVWLPDWHULDOD
6SORãQR
7UGQRVWLQGHIRUPDFLMVNHODVWQRVWLPDWHULDODSULSRYLãDQLKWHPSHUDWXUDK
6SORãQR
%HWRQ
7ODþQRREUHPHQMHQEHWRQ
1DWH]QDWUGQRVW
-HNOR]DDUPLUDQMH
-HNOR]DSUHGQDSHQMDQMH
7RSORWQHLQIL]LNDOQHODVWQRVWLEHWRQDL]NUHPHQDVWHJDLQDSQHQþDVWHJDDJUHJDWD
7HPSHUDWXUQLUD]WH]HN
6SHFLILþQDWRSORWD
7RSORWQDSUHYRGQRVW
7HPSHUDWXUQLUD]WH]HNMHNOD]DDUPLUDQMHLQMHNOD]DSUHGQDSHQMDQMH
3RVWRSNLSURMHNWLUDQMD
6SORãQR

6,67(1
3RHQRVWDYOMHQHUDþXQVNHPHWRGH
6SORãQR
7HPSHUDWXUQLSURILOL
=PDQMãDQSUHþQLSUHUH]
=PDQMãDQMHWUGQRVWL
6SORãQR
%HWRQ
-HNOR
1DSUHGQHUDþXQVNHPHWRGH
6SORãQR
7RSORWQLRG]LY
0HKDQVNLRG]LY
3UHVRMDQDSUHGQLKUDþXQVNLKPHWRG
6WULJWRU]LMDLQVLGUDQMHDUPDWXUH
/XãþHQMH
(NVSOR]LYQROXãþHQMH
2GSDGDQMHEHWRQD
6WLNL
=DãþLWQHSODVWL
7DEHOLUDQHYUHGQRVWL
3RGURþMHXSRUDEH
6SORãQDSUDYLOD]DSURMHNWLUDQMH
...