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BS EN 13381-4 - TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 4: APPLIED PASSIVE PROTECTION PRODUCTS TO STEEL MEMBERS
Hardcopy , PDF
English
Foreword
1 Scope
2 Normative references
3 Terms and definitions, symbols and units
3.1 Terms and definitions
3.2 Symbols and units
4 Test equipment
4.1 General
4.2 Furnace
4.3 Loading equipment
5 Test conditions
5.1 General
5.2 Support and loading conditions
5.2.1 Loaded beams
5.2.2 Unloaded beams
5.2.3 Loaded columns
5.2.4 Unloaded columns
5.3 Loading
6 Test specimens
6.1 Number of test specimens
6.1.1 General
6.1.2 Passive fire protection systems
6.1.3 Reactive fire protection systems
6.1.4 Precautions against erroneous results
6.2 Size of test specimens
6.2.1 Loaded beam test sections
6.2.2 Unloaded beam test sections
6.2.3 Loaded column test sections
6.2.4 (Unloaded) Tall column test sections
6.2.5 Short column test sections
6.3 Construction of steel test specimens
6.3.1 Loaded beam test sections
6.3.2 Unloaded beam test sections
6.3.3 Loaded column test sections
6.3.4 Unloaded tall column test section
6.3.5 Short steel column test sections
6.3.6 Application of the fire protection material to
the steel test section
6.4 Composition of test specimen component materials
6.4.1 Steel sections
6.4.2 Fire protection system
6.5 Properties of test specimen component materials
6.5.1 Steel
6.5.2 Fire protection materials
6.6 Verification of the test specimen
7 Installation of the test specimens
7 Installation of the test specimens
7.1 Loaded beam
7.2 Unloaded beam
7.3 Loaded columns
7.4 Unloaded columns
7.5 Test specimen installation patterns
8 Conditioning of the test specimens
9 Application of instrumentation
9.1 General
9.2 Instrumentation for measurement of furnace temperature
9.2.1 General
9.2.2 Furnace temperature in the region of beam test
specimens
9.2.3 Furnace temperature in the region of column test
specimens
9.3 Instrumentation for measurement of steel temperatures
9.3.1 General
9.3.2 Loaded beam test specimens
9.3.3 Unloaded beam test specimens
9.3.4 Loaded column test specimens
9.3.5 Unloaded tall column test specimen
9.3.6 Short column test specimens
9.4 Instrumentation for the measurement of pressure
9.5 Instrumentation for the measurement of deformation
9.6 Instrumentation for the measurement of load
10 Test procedure
10.1 General
10.2 Furnace temperature and pressure
10.3 Application and control of load
10.3.1 Loaded beams
10.3.2 Loaded columns
10.4 Temperature of steelwork
10.5 Deformation
10.6 Observations
10.7 Termination of test
11 Test results
11.1 Acceptability of test results
11.2 Presentation of test results
12 Test report
12.1 General
13 Assessment
13.1 General
13.2 All fire protection systems
13.2.1 General
13.2.2 Temperature of steel sections
13.2.3 Correction for discrepancy in thickness
13.2.4 Correction of temperature data for stickability
13.3 Reactive fire protection systems
13.3.1 General
13.3.2 Correction of temperature data for localised high
temperature
13.3.3 Correction for discrepancy in thickness
13.3.4 Correction to temperature data for stickability
13.3.5 Choice of k[d](theta)
13.4 Presentation of data to be used in the assessment
13.5 Assessment procedures for thermal performance
13.5.1 General
13.5.2 Differential equation analysis method
13.5.3 Numerical regression analysis method
13.5.4 Graphical analysis method
13.6 Acceptability of the assessment method used and the
resulting analysis
13.6.1 Criteria for acceptability
13.6.2 Modification of the analysis
13.7 Three and four sided exposure
14 Report of the assessment
15 Limits of the applicability of the results of the assessment
A.1 Introduction
A.2 Test equipment
A.3 Test specimens
A.4 Termination of test
A.5 Evaluation of the results
B.1 Structural hollow sections
B.2 Angles, channels and 't' sections
C.1 Introduction
C.2 Thickness of fire protection materials
C.3 Density of applied fire protection materials
C.4 Moisture content of applied fire protection materials
D.1 Introduction
D.2 Types of thermocouples
D.3 Fixing of thermocouples
D.4 Routing of thermocouple wires
D.5 Connection of thermocouples
D.6 Thermocouple failures
F.1 Input data
F.2 Basic Equation
F.3 Methodology
G.1 Input data
G.2 Basic Equation
G.3 Methodology
H.1 Data
H.2 Basic Equation
H.3 Methodology
I.1 Data
I.2 Methodology
Bibliography
BS EN 13381-4
Committee |
FSH/22
|
DocumentType |
Draft
|
Pages |
90
|
PublisherName |
British Standards Institution
|
Status |
Current
|
Standards | Relationship |
PREN 13381-4 : DRAFT 2008 | Identical |
ISO 8421-2:1987 | Fire protection — Vocabulary — Part 2: Structural fire protection |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
ISO 13943:2017 | Fire safety — Vocabulary |
EN 13381-2:2014 | Test methods for determining the contribution to the fire resistance of structural members - Part 2: Vertical protective membranes |
EN ISO 13943:2017 | Fire safety - Vocabulary (ISO 13943:2017) |
EN 1363-1:2012 | Fire resistance tests - Part 1: General Requirements |
EN 13381-1:2014 | Test methods for determining the contribution to the fire resistance of structural members - Part 1: Horizontal protective membranes |
EN 1363-2:1999 | Fire resistance tests - Part 2: Alternative and additional procedures |
IEC 60584-1:2013 | Thermocouples - Part 1: EMF specifications and tolerances |
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