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ASTM D6513-00(2005)

(Practice)

Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance Tests

Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance Tests

SIGNIFICANCE AND USE
Test Methods E 119 and E 1529, and other standard fire endurance test methods specify that throughout exposures to fire and the hose stream, a constant superimposed axial load be applied to a load-bearing test specimen to simulate a maximum load condition. They specify that this superimposed load shall be as nearly as practicable the maximum load allowed by design under nationally recognized structural design criteria. For this practice, the nationally recognized structural design criteria is the National Design Specification for Wood Construction (NDS).
4.1.1 Alternatively, the standard fire endurance test methods shall be conducted by applying an axial load that is less than the maximum allowable axial load as addressed by the NDS and this practice, but these tests shall be identified in the test report as being conducted under restricted load conditions. The superimposed axial load, as well as the superimposed axial load as a percentage of the maximum allowable axial design load as addressed by the NDS and this practice shall be included in the test report.
This practice describes procedures for calculating the superimposed axial load to be applied in standard fire endurance tests of wood-frame wall assemblies.
Statements in either the fire endurance test method standard or the nationally recognized structural design standard supercede any procedures described by this practice.
The NDS shall be consulted to ensure calculations are in compliance with all applicable provisions of that document.
SCOPE
1.1 This practice covers procedures for calculating the superimposed axial load required to be applied to load-bearing wood-frame walls throughout standard fire-endurance and fire and hose-stream tests.
1.2 The calculations determine the maximum load allowed by design for wood-frame wall assemblies under nationally recognized structural design criteria.
1.3 This practice is only applicable to those wood-frame assemblies for which the nationally recognized structural design criteria is the National Design Specification for Wood Construction (NDS).
1.4 The system of units to be used is that of the nationally recognized structural design criteria. For the NDS, the units are inch-pound.
1.5 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.
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.

General Information

Status
Historical
Publication Date
30-Sep-2005
ICS
13.220.50 - Fire-resistance of building materials and elements
91.060.10 - Walls. Partitions. Facades
Technical Committee
D07 - Wood
Drafting Committee
D07.05 - Wood Assemblies
Current Stage
Ref Project

Relations

Replaces
ASTM D6513-00 - Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance Tests
Effective Date
01-Oct-2005
Replaced By
ASTM D6513-08 - Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Resistance Tests
Effective Date
01-Feb-2008
Referred By
ASTM D7470-21 - Standard Practice for Evaluating Elevated Temperature Performance of End-Jointed Lumber Studs
Effective Date
01-Oct-2005
Referred By
ASTM D7746-21 - Standard Practice for Calculating the Superimposed Load on Wood-frame Floor-Ceiling Assemblies for Standard Fire-Resistance Tests
Effective Date
01-Oct-2005
Referred By
ASTM D7374-21 - Standard Practice for Evaluating Elevated Temperature Performance of Adhesives Used in End-Jointed Lumber
Effective Date
01-Oct-2005
Referred By
ASTM E119-22 - Standard Test Methods for Fire Tests of Building Construction and Materials
Effective Date
01-Oct-2005

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ASTM D6513-00(2005) - Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance TestsASTM D6513-00(2005) - Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance Tests
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ASTM D6513-00(2005) - Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Endurance Tests
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:D6513–00 (Reapproved 2005)
Standard Practice for
Calculating the Superimposed Load on Wood-frame Walls
for Standard Fire-Endurance Tests
This standard is issued under the fixed designation D 6513; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope E 1529 Test Methods for Determining Effects of Large
Hydrocarbon Pool Fires on Structural Members and As-
1.1 This practice covers procedures for calculating the
semblies
superimposed axial load required to be applied to load-bearing
2.2 Other Standards:
wood-frame walls throughout standard fire-endurance and fire
NDS—National Design Specification for Wood Construc-
and hose-stream tests.
tion
1.2 The calculations determine the maximum load allowed
NDS Supplement—Design Values for Wood Construction
by design for wood-frame wall assemblies under nationally
recognized structural design criteria.
3. Terminology
1.3 This practice is only applicable to those wood-frame
3.1 Definitions—Definitions used in this practice are in
assemblies for which the nationally recognized structural
accordance with Terminology D9 and Terminology E 176,
design criteria is the National Design Specification for Wood
unless otherwise indicated.
Construction (NDS).
3.2 Definitions of Terms Specific to This Standard:
1.4 The system of units to be used is that of the nationally
3.2.1 gross area, n—section area calculated from overall
recognizedstructuraldesigncriteria.FortheNDS,theunitsare
actual dimensions of member.
inch-pound.
3.2.2 net section area, n—sectionareacalculatedbydeduct-
1.5 The text of this standard references notes and footnotes
ing from the gross section area the projected area of all
which provide explanatory material. These notes and footnotes
materials removed by boring, grooving, dapping, notching, or
(excluding those in tables and figures) shall not be considered
other means.
as requirements of the standard.
3.2.3 superimposed load, n—The additional external load
1.6 This standard does not purport to address all of the
needed to be applied to the assembly to result in the calculated
safety concerns, if any, associated with its use. It is the
stresses within the assembly when any dead load of the
responsibility of the user of this standard to establish appro-
assembly itself is accounted for in the calculations.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
4. Significance and Use
2. Referenced Documents 4.1 Test MethodsE119 and E 1529, and other standard fire
3 endurance test methods specify that throughout exposures to
2.1 ASTM Standards:
fire and the hose stream, a constant superimposed axial load be
D9 Terminology Relating to Wood
applied to a load-bearing test specimen to simulate a maximum
E119 Test Methods for Fire Tests of Building Construction
load condition. They specify that this superimposed load shall
and Materials
be as nearly as practicable the maximum load allowed by
E 176 Terminology Relating to Fire Standards
design under nationally recognized structural design criteria.
For this practice, the nationally recognized structural design
criteria is the National Design Specification for Wood Con-
This practice is under the jurisdiction of ASTM Committee D07 on Wood and
is the direct responsibility of Subcommittee D07.07 on Fire Performance of Wood struction (NDS).
Products.
4.1.1 Alternatively, the standard fire endurance test methods
Current edition approved Oct. 1, 2005. Published October 2005. Originally
shall be conducted by applying an axial load that is less than
approved in 2000. Last previous edition approved in 2000 as D 6513 – 00.
the maximum allowable axial load as addressed by the NDS
Available from American Forest & Paper Association, American Wood Coun-
cil, 1111 19th Street, NW, Suite 800, Washington, DC 20036
and this practice, but these tests shall be identified in the test
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
report as being conducted under restricted load conditions.The
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
superimposed axial load, as well as the superimposed axial
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. load as a percentage of the maximum allowable axial design
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D6513–00 (2005)
load as addressed by the NDS and this practice shall be 6.2.7 Column stability factor, C .
P
included in the test report. 6.2.7.1 Buckling of compression member in plane of wall is
4.2 This practice describes procedures for calculating the prevented by the sheathing which normally provides support
superimposed axial load to be applied in standard fire endur- throughout its length and C equals 1.
P
ance tests of wood-frame wall assemblies. 6.2.7.2 For buckling of compression member perpendicular
4.3 Statements in either the fire endurance test method to plane of wall, C depends on the slenderness ratio of the
P
standardorthenationallyrecognizedstructuraldesignstandard columns. The equation for C is given in the NDS. The
P
supercede any procedures described by this practice. effectivecolumnlengthshallbetheactuallengthofthevertical
4.4 TheNDSshallbeconsultedtoensurecalculationsarein member for calculating the slenderness ratio and C .
P
compliance with all applicable provisions of that document. 6.2.8 Buckling stiffness factor, C , is 1.0.
...

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ASTM D6513-21(Practice)
Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Resistance Tests

SIGNIFICANCE AND USE
4.1 Test Methods E119 and E1529, and other standard fire resistance test methods specify that throughout exposures to fire and the hose stream, a constant superimposed axial load be applied to a load-bearing test specimen to simulate a maximum load condition. These test methods specify that this superimposed load shall be as nearly as practicable the maximum allowable axial design load allowed by design under nationally recognized structural design criteria. For this practice, the nationally recognized structural design criteria is the National Design Specification (NDS) for Wood Construction  
4.1.1 Alternatively, the standard fire resistance test methods shall be conducted by applying an axial load that is less than the maximum allowable axial design load as addressed by the NDS and this practice, but these tests shall be identified in the test report as being conducted under restricted load conditions.  
4.1.2 The superimposed axial load, as well as the superimposed axial load as a percentage of the maximum allowable axial design load for the stud and as a percentage of the maximum allowable design load for the plate, shall be calculated using the Allowable Stress Design (ASD) method in the NDS and this practice shall be included in the test report.
Note 1: The NDS should be used to ensure calculation of the superimposed load is in compliance with all applicable provisions of that document. Appendix X1 describes how to calculate the superimposed load in accordance with the NDS.  
4.2 This practice describes procedures for calculating the superimposed axial load to be applied in standard fire resistance tests of wood-frame wall assemblies.  
4.3 Statements in either the fire resistance test method standard or the nationally recognized structural design standard supersede any procedures described by this practice.
SCOPE
1.1 This practice covers procedures for calculating the superimposed axial load required to be applied to load-bearing wood-frame walls throughout standard fire-resistance and fire and hose-stream tests.  
1.2 The calculations determine the maximum load allowed by design for wood-frame wall assemblies under nationally recognized structural design criteria.  
1.3 This practice is only applicable to those wood-frame assemblies for which the nationally recognized structural design criteria are contained in the National Design Specification for Wood Construction (NDS).2  
1.4 The system of units to be used is that of the nationally recognized structural design criteria. For the NDS, the units are inch-pound.  
1.5 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.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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Standard Test Methods for High-Temperature Characterization of Gypsum Boards and Panels

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1.1 These test methods describe three bench top test methods for measuring the thermophysical responses of gypsum boards and panels when exposed to high temperatures. The test methods are:  
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Test Method  
Section  
High-temperature Core Cohesion  
4  
High-temperature Shrinkage  
5  
High-temperature Thermal Insulation  
6  
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5.1 This test method evaluates the following under the specified test conditions:  
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ASTM D6513-21(Practice)
Standard Practice for Calculating the Superimposed Load on Wood-frame Walls for Standard Fire-Resistance Tests

SIGNIFICANCE AND USE
4.1 Test Methods E119 and E1529, and other standard fire resistance test methods specify that throughout exposures to fire and the hose stream, a constant superimposed axial load be applied to a load-bearing test specimen to simulate a maximum load condition. These test methods specify that this superimposed load shall be as nearly as practicable the maximum allowable axial design load allowed by design under nationally recognized structural design criteria. For this practice, the nationally recognized structural design criteria is the National Design Specification (NDS) for Wood Construction  
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4.2 This practice describes procedures for calculating the superimposed axial load to be applied in standard fire resistance tests of wood-frame wall assemblies.  
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SCOPE
1.1 This practice covers procedures for calculating the superimposed axial load required to be applied to load-bearing wood-frame walls throughout standard fire-resistance and fire and hose-stream tests.  
1.2 The calculations determine the maximum load allowed by design for wood-frame wall assemblies under nationally recognized structural design criteria.  
1.3 This practice is only applicable to those wood-frame assemblies for which the nationally recognized structural design criteria are contained in the National Design Specification for Wood Construction (NDS).2  
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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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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5.1 This test method is intended to standardize the cyclic movement of a through-penetration firestop system prior to a fire resistance test. If the amplitude of movement in a design application can be predicted, then the numerical values of allowable movement can be used as one data point in helping to establish suitability of the through-penetration firestop system for the given application.
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5.6 This is not a fire test standard. To determine the effect of cyclic movement on the fire resistance rating of a though-penetration firestop system, conduct a fire ...
SCOPE
1.1 This test method covers testing procedures for through-penetration firestop systems. This test method is intended for the following uses:
Note 1: Refer to Test Method E814 for definition of “through-penetration firestop system.”  
1.1.1 To determine relative movement capability in two separate and distinct planes of movement for different types of through-penetration firestop systems,  
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1.3 This test method uses standardized configurations for the test specimen. Test results will not be representative of all possible through-penetration firestop systems.  
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.5 The text of this standard references notes, comments, and footnotes which provide explanatory material. These notes, comments, and footnotes (excluding those in tables and figures) shall not be considered requirements of this standard.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior t...

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1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.5 This standard does not purport to address the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM D5643/D5643M-06(2024)(Specification)
Standard Specification for Coal Tar Roof Cement, Asbestos Free

ABSTRACT
This specification covers coal tar roof cement suitable for trowel application in coal tar roofing and flashing systems. The chemical composition of coal tar roof cement shall conform to the requirements prescribed. The water, non-volatile matter, insoluble matter, behaviour at 60 deg. C, adhesion to wet surfaces, and flash point shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers coal tar roof cement suitable for trowel application in coal tar roofing and flashing systems.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM D396-24(Specification)
Standard Specification for Fuel Oils

ABSTRACT
This specification covers grades of fuel oil intended for use in various types of fuel-oil-burning equipment under various climatic and operating conditions. These grades include the following: Grades No. 1 S5000, No. 1 S500, No. 2 S5000, and No. 2 S500 for use in domestic and small industrial burners; Grades No. 1 S5000 and No. 1 S500 adapted to vaporizing type burners or where storage conditions require low pour point fuel; Grades No. 4 (Light) and No. 4 (Heavy) for use in commercial/industrial burners; and Grades No. 5 (Light), No. 5 (Heavy), and No. 6 for use in industrial burners. Preheating is usually required for handling and proper atomization. The grades of fuel oil shall be homogeneous hydrocarbon oils, free from inorganic acid, and free from excessive amounts of solid or fibrous foreign matter. Grades containing residual components shall remain uniform in normal storage and not separate by gravity into light and heavy oil components outside the viscosity limits for the grade. The grades of fuel oil shall conform to the limiting requirements prescribed for: (1) flash point, (2) water and sediment, (3) physical distillation or simulated distillation, (4) kinematic viscosity, (5) Ramsbottom carbon residue, (6) ash, (7) sulfur, (8) copper strip corrosion, (9) density, and (10) pour point. The test methods for determining conformance to the specified properties are given.
SCOPE
1.1 This specification (see Note 1) covers grades of fuel oil intended for use in various types of fuel-oil-burning equipment under various climatic and operating conditions. These grades are described as follows:  
1.1.1 Grades No. 1 S5000, No. 1 S500, No. 1 S15, No. 2 S5000, No. 2 S500, and No. 2 S15 are middle distillate fuels for use in domestic and small industrial burners. Grades No. 1 S5000, No. 1 S500, and No. 1 S15 are particularly adapted to vaporizing type burners or where storage conditions require low pour point fuel.  
1.1.2 Grades B6–B20 S5000, B6–B20 S500, and B6–B20 S15 are middle distillate fuel/biodiesel blends for use in domestic and small industrial burners.  
1.1.3 Grades No. 4 (Light) and No. 4 are heavy distillate fuels or middle distillate/residual fuel blends used in commercial/industrial burners equipped for this viscosity range.  
1.1.4 Grades No. 5 (Light), No. 5 (Heavy), and No. 6 are residual fuels of increasing viscosity and boiling range, used in industrial burners. Preheating is usually required for handling and proper atomization.  
Note 1: For information on the significance of the terminology and test methods used in this specification, see Appendix X1.
Note 2: A more detailed description of the grades of fuel oils is given in X1.3.  
1.2 This specification is for the use of purchasing agencies in formulating specifications to be included in contracts for purchases of fuel oils and for the guidance of consumers of fuel oils in the selection of the grades most suitable for their needs.  
1.3 Nothing in this specification shall preclude observance of federal, state, or local regulations which can be more restrictive.  
1.4 The values stated in SI units are to be regarded as standard.  
1.4.1 Non-SI units are provided in Table 1 and Table 2 and in 7.1.2.1/7.1.2.2 because these are common units used in the industry.
Note 3: The generation and dissipation of static electricity can create problems in the handling of distillate burner fuel oils. For more information on the subject, see Guide D4865.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM D8165-24(Test Method)
Standard Test Method for Evaluation of Load-Carrying Capacity of Lubricants Used in Hypoid Final-Drive Axles Operated under Low-Speed and High-Torque Conditions

SIGNIFICANCE AND USE
5.1 This test method measures a lubricant's ability to protect hypoid final drive axles from abrasive wear, adhesive wear, plastic deformation, and surface fatigue when subjected to low-speed, high-torque conditions. Lack of protection can lead to premature gear or bearing failure, or both.  
5.2 This test method is used, or referred to, in specifications and classifications of rear-axle gear lubricants such as:  
5.2.1 Specification D7450.  
5.2.2 American Petroleum Institute (API) Publication 1560.  
5.2.3 SAE J308.  
5.2.4 SAE J2360.
SCOPE
1.1 This test method, commonly referred to as the L-37-1 test, describes a test procedure for evaluating the load-carrying capacity, wear performance, and extreme pressure properties of a gear lubricant in a hypoid axle under conditions of low-speed, high-torque operation.3  
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.2.1 Exceptions—Where there is no direct SI equivalent such as National Pipe threads/diameters, tubing size, or where there is a sole source supply equipment specification.
1.2.1.1 The drawing in Annex A6 is in inch-pound units.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Specific warning statements are provided in 7.2 and 10.1.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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