• Shopping Cart
    There are no items in your cart
We noticed you’re not on the correct regional site. Switch to our AMERICAS site for the best experience.
Dismiss alert

BS EN 13381-2:2014

Current

Current

The latest, up-to-date edition.

Test methods for determining the contribution to the fire resistance of structural members Vertical protective membranes

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

30-09-2014

£232.00
Excluding VAT

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
Annex B (normative) - Test method to the smouldering
        fire (slow heating curve)
Bibliography

Defines a test method for determining the ability of a vertical protective membrane, when used as a fire resistant barrier, to contribute to the fire resistance (loadbearing capacity R) of loadbearing vertical structural building members fabricated from steel, concrete, steel/concrete composites or timber.

Committee
FSH/22/-/7
DevelopmentNote
Supersedes DD ENV 13381-2, 08/30186605 DC & 12/30259157 DC. (10/2014)
DocumentType
Standard
Pages
40
PublisherName
British Standards Institution
Status
Current
Supersedes

This European Standard specifies a test method for determining the ability of a vertical protective membrane, when used as a fire resistant barrier, to contribute to the fire resistance (loadbearing capacity R) of loadbearing vertical structural building members fabricated from steel, concrete, steel/concrete composites or timber. The method described is applicable to any type of vertical protective membrane, which can be associated with a separate bracing membrane. The vertical protective membrane can be either separated from or attached to the structural building member and is self-supporting. This test method is applicable to vertical protective membranes where there is a gap and a cavity between the vertical protective membrane and the structural building member, otherwise alternative test methods prEN13381‑3 , EN13381‑4 , EN13381‑6 or prEN13381‑7 should be used as appropriate. This test method and assessment is not applicable to the following: all situations where the cavity is to be used as a service or ventilation shaft; all situations where the vertical protective membrane acts as a bracing membrane. This European Standard contains the fire test which specifies the tests which shall be carried out whereby the vertical protective membrane together with the structural member to be protected is exposed to the specified fire. The fire exposure, to the standard temperature/time curve given in EN1363‑1 , is applied to the side which would be exposed in practice. The test method makes provision, through specified optional additional procedures, for the collection of data which can be used as direct input to the calculation of fire resistance according to the processes given in EN1992‑1‑2 , EN1993‑1‑2 , EN1994‑1‑2 and EN1995‑1‑2 . This European Standard also contains the assessment which provides information relative to the analysis of the test data and gives guidance for the interpretation of the results of the fire test, in terms of loadbearing capacity criteria of the protected vertical structural member. The results of the fire test and the assessment can be applied, with certain defined provisions, to vertical structural building members which can be beams, columns or a combination of both and / or which could form part of a separating element or partition. The limits of applicability of the results of the assessment arising from the fire test are defined, together with permitted direct application of the results to different structures, membranes and fittings. In special circumstances, where specified in national building regulations, there can be a need to subject the protection material to a smouldering curve. The test for this and the special circumstances for its use are detailed in AnnexB. Tests should be carried out without additional combustible materials in the cavity.

Standards Relationship
EN 13381-2:2014 Identical

ISO 8421-2:1987 Fire protection — Vocabulary — Part 2: Structural fire protection
EN 1364-1:1999 Fire resistance tests for non-loadbearing elements - Part 1: Walls
EN 13381-4:2013 Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied passive protection to steel members
ISO 13943:2017 Fire safety — Vocabulary
EN 10080:2005 Steel for the reinforcement of concrete - Weldable reinforcing steel - General
EN 10025-1:2004 Hot rolled products of structural steels - Part 1: General technical delivery conditions
EN 10210-1:2006 Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
EN 13381-6:2012 Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns
EN ISO 13943:2017 Fire safety - Vocabulary (ISO 13943:2017)
EN 1363-1:2012 Fire resistance tests - Part 1: General Requirements
EN 1365-4:1999 Fire resistance tests for loadbearing elements - Part 4: Columns
EN 1363-2:1999 Fire resistance tests - Part 2: Alternative and additional procedures
EN 206:2013+A1:2016 Concrete - Specification, performance, production and conformity
PREN 13381-3 : DRAFT 2012 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 3: APPLIED PROTECTION TO CONCRETE MEMBERS

Access your standards online with a subscription

Features

  • Simple online access to standards, technical information and regulations.

  • Critical updates of standards and customisable alerts and notifications.

  • Multi-user online standards collection: secure, flexible and cost effective.