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ASTM E985-00(2006)

(Specification)

Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Withdrawn 2015)

Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Withdrawn 2015)

ABSTRACT
This specification covers permanent metal railing systems (such as guard, stair, and ramp-rail systems) and rails (such as hand, wall, grab, and transfer rails) for use in agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings. Also covered in this specification are basic design requirements and considerations, and minimum criteria for load and deflections; however, it does not cover design criteria for specific field conditions. Railing systems and rails shall be manufactured with major structural components made of metal and secondary components made of metal, wood, plastics, or glass, and shall withstand forces that may potentially be exerted by building users. Tests for static loading and deflection shall be performed and shall conform to the requirements specified.
SCOPE
1.1 This specification covers permanent metal railing systems (guard, stair, and ramp-rail systems) and rails (hand, wall, grab, and transfer rails) installed in and for agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings.
1.2 This specification is intended to be applied to permanent metal railing systems for buildings and to such railing systems and rails having major structural components made of metal, with their secondary components made of metal or other materials such as wood, plastics, and glass.
1.3 This specification considers that today's and tomorrow's overall outlook is based on the health and safety of all potential users of buildings. The criteria incorporated in this specification provide for normal and anticipated building uses, but not for abuses for which the building and its components are not designed.
1.4 This specification establishes basic minimum requirements and criteria that lead to satisfactory products under normal use conditions and does not give consideration to design criteria for specific field conditions, the establishment of which is the prerogative and responsibility of the designer, specification writer, and code agencies.
1.5 Sources of supportive information are listed in the Reference section ().
1.6 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.7 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
14-Nov-2006
Withdrawal Date
14-Jan-2015
ICS
91.060.30 - Ceilings. Floors. Stairs
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.56 - Performance of Railing Systems and Glass for Floors and Stairs
Current Stage
Ref Project

Relations

Replaces
ASTM E985-00e1 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings
Effective Date
15-Nov-2006
Replaced By
ASTM E985-24 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings
Effective Date
15-Apr-2024
Referred By
ASTM E935-21 - Standard Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings
Effective Date
15-Nov-2006
Referred By
ASTM E894-23 - Standard Test Method for Anchorage of Permanent Metal Railing Systems and Rails for Buildings
Effective Date
15-Nov-2006
Referred By
ASTM E1481-00a(2021) - Standard Terminology of Railing Systems and Rails for Buildings
Effective Date
15-Nov-2006

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ASTM E985-00(2006) - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Withdrawn 2015)ASTM E985-00(2006) - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Withdrawn 2015)
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ASTM E985-00(2006) - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings (Withdrawn 2015)
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Standards Content (Sample)

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:E985 −00(Reapproved2006)
Standard Specification for
1
Permanent Metal Railing Systems and Rails for Buildings
This standard is issued under the fixed designation E985; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope priate safety and health practices and determine the applica-
2 bility of regulatory limitations prior to use.
1.1 This specification covers permanent metal railing sys-
tems (guard, stair, and ramp-rail systems) and rails (hand, wall,
2. Referenced Documents
grab, and transfer rails) installed in and for agricultural,
4
2.1 ASTM Standards:
assembly, commercial, educational, industrial, institutional,
E631 Terminology of Building Constructions
recreational, and residential buildings.
E894 Test Method for Anchorage of Permanent Metal Rail-
1.2 Thisspecificationisintendedtobeappliedtopermanent
ing Systems and Rails for Buildings
metal railing systems for buildings and to such railing systems
E935 Test Methods for Performance of Permanent Metal
and rails having major structural components made of metal,
Railing Systems and Rails for Buildings
with their secondary components made of metal or other
E1481 Terminology of Railing Systems and Rails for Build-
materials such as wood, plastics, and glass.
ings
1.3 Thisspecificationconsidersthattoday’sandtomorrow’s
3. Terminology
overalloutlookisbasedonthehealthandsafetyofallpotential
users of buildings. The criteria incorporated in this specifica- 3.1 Definitions—For definitions of terms covering railing
tion provide for normal and anticipated building uses, but not systems and rails for buildings, see Terminology E631 and
for abuses for which the building and its components are not Terminology E1481.
designed.
4. Design Requirements
1.4 This specification establishes basic minimum require-
4.1 Railing Height:
ments and criteria that lead to satisfactory products under
4.1.1 Guardrail Systems:
normal use conditions and does not give consideration to
4.1.1.1 The fabricated height of a guardrail system, mea-
designcriteriaforspecificfieldconditions,theestablishmentof
sured from its top surface to the finished floor level, shall be a
which is the prerogative and responsibility of the designer,
minimum of 1.07 m (42 in.). When variations in the evenness
specification writer, and code agencies.
of the finished floor will result in individual height measure-
1.5 Sources of supportive information are listed in the
ments of the installed guardrail system to be less than 1.04 m
3
Reference section (1-28).
(41 in.), the fabricated height of the guardrail system shall be
increased accordingly.
1.6 The values stated in SI units are to be regarded as the
4.1.1.2 Within an individual dwelling unit, the required
standard. The values given in parentheses are for information
railing height is reduced.
only.
(a) Where the vertical distance between adjacent finished
1.7 This standard does not purport to address all of the
floor levels is less than 1.83 m (72 in.), the height shall be a
safety concerns, if any, associated with its use. It is the
minimum of 0.81 m (32 in.). When variations in the evenness
responsibility of the user of this standard to establish appro-
of the finished floor will result in individual height measure-
ments of the installed guardrail system to be less than 0.79 m
(31 in.), the fabricated height of the guardrail system shall be
1
This specification is under the jurisdiction of ASTM Committee E06 on
increased accordingly.
Performance of Buildings and is the direct responsibility of Subcommittee E06.56
(b) Where the vertical distance between adjacent finished
on Performance of Railing Systems and Glass for Floors and Stairs.
floorlevelsisaminimumof1.83m(72in.),theheightshallbe
Current edition approved Nov. 15, 2006. Published November 2006. Originally
ε1
approved in 1984. Last previous edition approved in 2000 as E985 – 00 . DOI:
10.1520/E0985-00R06.
2 4
Supporting data have been filed at ASTM International Headquarters and may For referenced ASTM standards, visit the ASTM website, www.astm.org, or
be obtained by requesting Research Report RR:E06-1000. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
The boldfaced numbers in parentheses refer to the list of references at the end Standards volume information, refer to the standard’s Document Summary page on
of this specification. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E985−00(2006)
1
aminimumof0.86m(34in.).Whenvaria
...

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1.1 This test method covers procedures to be followed in testing the performance of the anchorage of all types of new and existing permanent metal railing systems (guard, stair, and ramp-rail systems), and rails (hand, grab, and transfer rails) installed in and for agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings.  
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5.1 This test method provides statistical and graphical information concerning floor surface profiles.  
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Standard Terminology of Railing Systems and Rails for Buildings

SCOPE
1.1 This terminology consists of terms and definitions pertaining to railing systems and rails for buildings, and in particular, terms related to the standards generated by ASTM Committee E06 on Performance of Building Constructions.  
1.2 The purpose of this terminology is to provide meanings and explanations of technical terms, written for both the technical expert and the non-expert user.  
1.3 This terminology is one of a group of special terminologies subsidiary to the comprehensive Terminology E631.  
1.4 Terms are listed in alphabetical sequence. Compound terms appear in the natural spoken order. Where definitions herein are adopted from other sources, they are exact copies. The source is identified at the right margin following the definition and is listed in Section 2.  
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SIGNIFICANCE AND USE
4.1 These test methods are intended to provide information from which applicable design and performance data can be derived for the performance of metal railing systems and rails installed and fastened to structural elements of concrete, masonry, wood, and metal as well as related products.  
4.2 These test methods may be used to determine whether railing systems comply with requirements of the applicable performance specifications.  
4.3 These test methods are intended for use in the buying and selling of railing systems and components according to performance specifications, for use in product development research, for use in quality assurance and manufacturing process control, for use in developing performance standards, and for use in field and laboratory compliance determination. Typical floor-mounted railings are shown in Fig. 1.
FIG. 1 Front Views of Sections of Three Typical Railing Systems
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1.8 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.  
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1.10 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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4.1 This practice is intended to be used by parties involved in the testing of floors and roofs of structures either in the field or the laboratory. Tests are either proof tests or tests to failure, and are applicable to all construction materials. The practice is not intended for use in routine quality control testing of individual building elements or constructions.
SCOPE
1.1 This practice covers static load testing of floors and low slope roofs (roofs having a slope of less than 1 in 12) under actual or simulated service conditions, and is applicable to typical elements or sections of structures fabricated for test or to actual existing building components. This practice is intended for use in determining the strength and stiffness of elements or sections of floors and roofs of buildings under gravity loads, as well as in checking the design, materials, connections, and the quality of the fabrication of such building constructions.  
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units that are provided for information only and are not considered 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 C627-18(2024)(Test Method)
Standard Test Method for Evaluating Ceramic Floor Tile Installation Systems Using the Robinson-Type Floor Tester

SIGNIFICANCE AND USE
4.1 This test method provides a standardized procedure for evaluating performance of ceramic floor tile installations under conditions similar to actual specific usages. It can be used to make comparisons between customary basic installation methods, to establish the influence of minor changes in a particular installation method, and to judge the merit of proposed novel methods.
SCOPE
1.1 This test method covers the evaluation of ceramic floor tile installation systems, using the Robinson2-type floor tester.  
1.2 This test method is intended solely for evaluating complete ceramic floor tile installation systems for failure under dynamic loads and not for evaluating particular characteristics of ceramic tile, such as abrasion resistance. This test method does not claim to provide meaningful results for other than evaluating complete ceramic floor tile installation systems.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The metric (SI) units in parentheses are for information only.  
1.4 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.  
1.5 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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