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ASTM-E119:2009 Edition

ASTM-E119:2009 Edition

$58.50

E119-09b Standard Test Methods for Fire Tests of Building Construction and Materials

Published By Publication Date Number of Pages
ASTM 2009 33
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1.1 The test methods described in this fire-test-response standard are applicable to assemblies of masonry units and to composite assemblies of structural materials for buildings, including loadbearing and other walls and partitions, columns, girders, beams, slabs, and composite slab and beam assemblies for floors and roofs. They are also applicable to other assemblies and structural units that constitute permanent integral parts of a finished building.

1.2 It is the intent that classifications shall register comparative performance to specific fire-test conditions during the period of exposure and shall not be construed as having determined suitability under other conditions or for use after fire exposure.

1.3 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products or assemblies under actual fire conditions .

1.4 These test methods prescribe a standard fire exposure for comparing the test results of building construction assemblies. The results of these tests are one factor in assessing predicted fire performance of building construction and assemblies. Application of these test results to predict the performance of actual building construction requires the evaluation of test conditions.

1.5 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.

1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

1.7 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

PDF Catalog

PDF Pages PDF Title
1 Scope
2 Referenced Documents
Terminology
Significance and Use
Test Specimen
Protection and Conditioning of Test Specimen
3 Control
FIG. 1
5 FIG. 2
FIG. 3
7 FIG. 4
8 Procedure
11 Report of Results
Precision and Bias
12 Keywords
13 A1. REQUIREMENTS FOR THERMOCOUPLE PADS
A1.1 Thermocouple Pads
14 X1. STANDARD TIME-TEMPERATURE CURVE FOR CONTROL OF FIRE-RESISTANCE TESTS
TABLE X1.1
15 X2. SUGGESTED REPORT FORM
X2.1 Description of Laboratory Test Facility
X2.2 Description of all Materials
X2.3 Description of Test Specimen
16 X2.4 Description of Test
X2.5 Official Comments on
X2.6 Summarize Results, include
X2.7 List Official Observers
X2.8 Appendix
X2.9 Pictures
X2.10
X3. GUIDE FOR DETERMINING CONDITIONS OF RESTRAINT FOR FLOOR AND ROOF ASSEMBLIES AND FOR INDIVIDUAL BEAMS
X3.1
X3.2
X3.3
X3.4
X3.5
17 X3.6
X3.7
X3.8
X4. METHOD OF CORRECTING FIRE RESISTANCE FOR CONCRETE SLABS DETERMINED BY UNEXPOSED SURFACE TEMPERATURE RISE FOR NONSTANDARD MOISTURE CONTENT
X4.1 Scope
TABLE X3.1
18 X4.2 Symbols
X4.3 Calculation of Moisture Content
X4.4 Correction Procedure
X4.5 Illustrative Example
TABLE X4.1
TABLE X4.2
TABLE X4.3
19 FIG. X4.1
20 X5. COMMENTARY
X5.1 Introduction
X5.2 Historical Aspects
X5.3 Fire-Load Concept
X5.4 Scope and Significance
21 X5.5 Test Furnaces
X5.6 Temperature-Time Curve
X5.7 Test Specimen
X5.8 Loading
22 X5.9 Integrity
X5.10 Conditions of Tests
X5.11 Other Observations
X5.12 Protective Membranes
X5.13 Future
X6. ASBESTOS PADS
X6.1 History of Asbestos Pads
X6.2 Previous Requirements for Asbestos Pads
23 X7. LOADING FOR TEST SPECIMENS
X7.1 General
X7.2 Superimposed Load Calculation
24 X7.3 Concrete and Structural Steel Floor and Roof Specimens
25 FIG. X7.1
FIG. X7.2
26 X7.4 Concrete Columns
X7.5 Wood Specimens
FIG. X7.3
30 X7.6 Cold Formed Steel Specimens
31 FIG. X7.4
FIG. X7.5
32 REFERENCES

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