I.S. ENV 13381-2:2002
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES
Hardcopy , PDF
11-10-2014
English
01-01-2002
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.
Foreword
1 Scope
2 Normative references
3 Terms and definitions, symbols and units
4 Test equipment
5 Test conditions
6 Test specimens
7 Installation of the test construction
8 Conditioning
9 Application of instrumentation
10 Test Procedure
11 Test results
12 Test report
13 Assessment
14 Report of the assessment
15 Limits of applicability of the results of the
assessment
Annex A (normative) Measurement of properties of vertical
protective membranes and components
Bibliography
Specifies a test method for determining the ability of a vertical protective membrane, when used as a fire resistant barrier.
DocumentType |
Standard
|
Pages |
32
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
ENV 13381-2:2002 | Identical |
ENV 1992-1-2 : DRAFT 95 COR 96 | EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN |
ISO 8421-2:1987 | Fire protection — Vocabulary — Part 2: Structural fire protection |
ENV 13381-4:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied protection to steel members |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
ENV 1994-1-2 : 94 AC 95 | EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN |
ENV 13381-3:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members |
ENV 10080 : 1995 | STEEL FOR THE REINFORCEMENT OF CONCRETE WELDABLE RIBBED REINFORCING STEEL B500 - TECHNICAL DELIVERY CONDITIONS FOR BARS, COILS AND WELDED FABRIC |
EN ISO 13943:2017 | Fire safety - Vocabulary (ISO 13943:2017) |
EN 1363-1:2012 | Fire resistance tests - Part 1: General Requirements |
ENV 13381-7:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 7: Applied protection to timber members |
ENV 1993-1-2 : DRAFT 95 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
ENV 1995-1-2 : DRAFT 94 | EUROCODE 5: DESIGN OF TIMBER STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
ENV 13381-6:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns |
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