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ASTM E2098-00

(Test Method)

Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution

Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution

SCOPE
1.1 This test method covers procedures for determining the breaking force of glass fiber mesh following their conditioning in an alkali solution. The method is applicable to glass fiber mesh used in Class PB Exterior Insulation and Finish Systems (EIFS) with base coats that contain portland cement as an ingredient.
1.2 Breaking force is expressed both as force per unit width of mesh and as a percentage of the breaking force of the mesh that has not been exposed to alkali conditioning.
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
09-Jul-2000
ICS
81.040.20 - Glass in building
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.58 - Exterior Insulation and Finish Systems (EIFS)
Current Stage
Ref Project

Relations

Replaced By
ASTM E2098-00(2006) - Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution
Effective Date
01-Sep-2006

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ASTM E2098-00 - Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide SolutionASTM E2098-00 - Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution
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ASTM E2098-00 - Standard Test Method for Determining Tensile Breaking Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exterior Insulation and Finish Systems (EIFS), after Exposure to a Sodium Hydroxide Solution
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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:E2098–00
Standard Test Method for
Determining Tensile Breaking Strength of Glass Fiber
Reinforcing Mesh for Use in Class PB Exterior Insulation
and Finish Systems (EIFS), after Exposure to a Sodium
Hydroxide Solution
This standard is issued under the fixed designation E 2098; 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 3.2 Breaking force is determined by mounting a test speci-
men in a tensile testing machine and applying a force to the
1.1 This test method covers procedures for determining the
specimen until it breaks.
breaking force of glass fiber mesh following their conditioning
in an alkali solution. The method is applicable to glass fiber
4. Significance and Use
mesh used in Class PB Exterior Insulation and Finish Systems
4.1 Glass fiber reinforcing meshes are used to strengthen
(EIFS) with base coats that contain portland cement as an
EIFS. The reinforcing meshes are embedded into base coats
ingredient.
that contain portland cement, which potentially exposes the
1.2 Breaking force is expressed both as force per unit width
glass fibers in the reinforcing meshes to weakening by the
of mesh and as a percentage of the breaking force of the mesh
action of alkali. The breaking force following alkali exposure
that has not been exposed to alkali conditioning.
as determined by this method, is a factor used to comparatively
1.3 This standard does not purport to address all of the
evaluate the alkali resistance of EIFS glass fiber reinforcing
safety concerns, if any, associated with its use. It is the
meshes in the laboratory.
responsibility of the user of this standard to establish appro-
4.2 This test method does not purport to simulate the
priate safety and health practices and determine the applica-
conditions that may be encountered in service. The perfor-
bility of regulatory limitations prior to use.
mance of an EIFS is a function of many factors, such as proper
2. Referenced Documents installation, rigidity of supporting construction and resistance
of the EIFS to deterioration by other causes.
2.1 ASTM Standards:
D 579 Specification for Greige Woven Glass Fabrics
5. Apparatus and Reagents
D 5035 Breaking Force and Elongation of Textile Fabrics
5.1 Tensile Testing Machine, of the controlled rate of
D76 Specification forTensileTesting Machines forTextiles
extension type, as defined in D76, clumps and jaw faces
2.2 Other Documents:
conforming to those in D 5035.
EIFS Industry Members Association (EIMA) Guideline
5.2 Container and container cover for alkali solution—
Specification for Exterior Insulation and Finish Systems
material inert to alkali of suitable dimensions to permit unbent
(EIFS), Class PB
mesh specimens to be fully covered with a depth of 25 mm (1
3. Summary of Test Method in) of alkali solution. The cover for the container shall be of
suitable design to prevent evaporative loss from the solution
3.1 Specimens are tested for breaking force with and with-
which would increase its concentration.
out conditioning. Conditioning is immersion for 28 days in an
5.3 Distilled water
aqueous solution of 5% sodium hydroxide.
5.4 Reagent Grade Sodium Hydroxide
6. Sampling
ThistestmethodisunderthejurisdictionofASTMCommitteeE06onBuilding
6.1 Laboratory Sample—from a sample roll, cut 30 speci-
Constructions and is the direct responsibility of Subcommittee E06.58 on Exterior
mens 50 6 3 mm (2 in) wide at least 600 mm 6 13 mm (24
Insulation and Finish Systems (EIFS).
Current edition approved July 10, 2000. Published July 2000. in) long; 15 specimens with their long dimensions parallel to
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
E2098–00
the machine (warp) direction, and 15 specimens with their long 10.5 If specimen slips in the jaw, or breaks at the edge of, or
dimensions parallel to the cross (fill) direction. in the jaws, discard the result and take another specimen.
6.2 The actual number of yarns shall be equal within the Continue until 5 acceptable breaks have been obtained for each
width dimensional tolerance allowed (63mm[ ⁄8 in]), and the of:
actual number of yarns shall be reported.
(a) Unconditioned specimens with their long direction
6.3 Specimens shall be spaced across the width of the fabric parallel to the warp.
to ensure representation of different warp yarns. Fill specimens
(b) Conditioned specimens with their long direction paral-
shall be from widely spaced locations within the sample roll. lel to the warp.
(c) Unconditioned specimens with their long direction
7. Preparation of Specimens
parallel to the fill.
7.1 Number each specimen at both ends and then cut the
(d) Conditioned specimens with their long direction paral-
specimens in half crosswise to provide one set for determining
lel to the fill.
the conditioned breaking force and another set for determining
NOTE 1—The fragile nature of the specimens and the resultant test
the unconditioned breaking force. This allows for breaks on
variability will make it ob
...

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This specification covers the classification, design and performance requirements, and test methods for glass in permanent railing systems, guards, and balustrades installed in agricultural, assembly, commercial, educational, industrial, institutional, recreational, and residential buildings. This specification considers that the overall outlook is based on the health and safety of all potential users of buildings, and establishes the basic minimum requirements and criteria that lead to satisfactory products under normal and anticipated building uses, and not for abuses for which the building and its components are not designed. Also, this specification 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 regulatory agencies.
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1.3 This specification considers that the 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.  
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Standard Test Method for Accelerated Aging of Electrochromic Devices in Sealed Insulating Glass Units

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1.6 The test method referenced herein is a laboratory test conducted under specified conditions. The test is intended to simulate and, in some cases, to also accelerate actual in-service use of the electrochromic glazing. Results from these tests cannot be used to predict the performance with time of in-service units unless actual corresponding in-service tests have been conducted and appropriate analyses have been conducted to show how performance can be predicted from the accelerated aging tests.  
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5.1 Glass specimens to be tested shall be mounted in a standard test frame with four sides supported, or in a test frame designed to represent specific glazing conditions.  
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SCOPE
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1.1 These test methods cover procedures to be followed in testing the performance of glazing in permanent railing systems, guards and balustrades including components such as rails and swing gates or other forms of required guardrail opening protection installed in and for assembly, commercial, educational, industrial, institutional, stadiums, recreational, and residential buildings and other structures such as towers or elevated platforms.  
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Standard Specification for Evaluating Accelerated Aging Performance of Electrochromic Devices in Sealed Insulating Glass Units

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This specification applies to all electrochromic (EC) glass whose visible light transmittance or near infrared light transmittance properties, or both, can be changed reversibly by the application or removal of an electrical voltage. It covers absorptive and reflective EC devices in preassembled permanently sealed insulting glass units with one or more cavities in which at least one lite contains an EC device (which may be in the form of a laminated lite or a single pane with coatings applied). This specification is also valid for EC devices in preassembled insulating glass units with capillary tubes intentionally left open, but not for other types of dynamic glass which do not solely require an electrical stimulus to change light transmittance such as photochromic and thermochromic glazings and hybrid active/passive chromogenics. This specification is applicable only to sealed insulating glass units that are constructed with glass and fabricated for vision glass areas for use in buildings, such as sliding doors, windows, skylights, and exterior wall systems.
SCOPE
1.1 This specification is applicable to all electrochromic (EC) glass whose visible light transmittance or near infrared light transmittance properties, or both, can be changed reversibly by the application or removal of an electrical voltage. This includes absorptive and reflective EC devices.  
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1.3 This specification covers electrochromic devices in preassembled permanently sealed insulting glass units with one or more cavities in which at least one lite contains an EC device (which may be in the form of a laminated lite or a single pane with coatings applied). This specification is also applicable to EC devices in preassembled insulating glass units with capillary tubes intentionally left open. As such this specification also requires conformance to Specification E2190.  
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Standard Practice for Determining the Resistance of Single Glazed Annealed Architectural Flat Glass to Thermal Loadings

SIGNIFICANCE AND USE
5.1 Use of this practice assumes:  
5.1.1 the glass edges shall be free from damage,  
5.1.2 the glass shall be properly glazed,  
5.1.3 the glass shall not have been subjected to abuse, and  
5.1.4 the glass edge support allows in-plane movement of the glass due to thermal expansion and contraction.  
5.2 This practice does not address all factors that cause thermally induced stresses in annealed glass. Factors that are not addressed include: transient thermal stresses, HVAC registers, thermally insulating window coverings, drop ceilings and other heat traps, increased solar irradiance caused by exterior reflections, variations in heat transfer coefficients other than those assumed for the steady state analysis described herein, and stresses induced by thermal sources other than the sun. Factors other than those listed above may also induce thermal stress.  
5.3 Many other factors shall be considered in glass selection. These factors include, but are not limited to, mechanically induced stresses, wind effects, windborne debris impacts, excessive deflections, seismic effects, heat flow, noise abatement, potential post-breakage consequences, and so forth. In addition, considerations set forth in building codes along with criteria presented in safety glazing standards and site specific concerns may control the ultimate glass type and thickness selection.  
5.4 The proper use of this practice is intended to reduce the risk of thermally induced breakage of annealed window glass in buildings.
SCOPE
1.1 This practice covers a procedure to determine the resistance of annealed architectural flat glass to thermally induced stresses caused by exposure to sun and shadows for a specified probability of breakage (Pb). Proper use of this procedure is intended to reduce the possibility of thermal breakage of annealed glass in buildings.  
1.2 This practice applies to vertical or sloped glazing in buildings.  
1.3 This practice applies to monolithic and laminated glass of rectangular shape and assumes that all glass edges are simply supported.  
1.4 This practice applies only to annealed flat soda-lime silica glass with clean cut, seamed, flat ground, or ground and polished edges that are free from damage. The glass may be clear or tinted as well as coated (not including coatings that reduce emissivity of the glass).  
1.5 This practice does not apply to any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass or glass with surface and edge treatments, other than those described in 1.4, that alter the glass strength.  
1.6 This practice does not address uniform loads such as wind and snow loads, safety requirements, fire, or impact resistance.  
1.7 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard. For conversion of quantities in various systems of measurements to SI units, refer to IEEE/ASTM SI-10.  
1.8 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.  
1.9 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 E998-19(Test Method)
Standard Test Method for Structural Performance of Architectural Glass Products Under the Influence of Uniform Static Loads

SIGNIFICANCE AND USE
5.1 This test method is a general procedure for testing architectural glass products under uniform static loads.  
5.2 Loads on glass in windows, curtain walls, and doors may vary greatly in magnitude, direction, and duration. An understanding of wind loads on the building is required for selection of test loads and interpretation of results with respect to expected exposure at a particular site.  
5.3 A thorough understanding of the variations of the strength of glass and the nature of loading is required to interpret results of this test method.  
5.4 The proper use of this test method requires a knowledge of the principles of pressure, deflection, and strain measurement.
SCOPE
1.1 This test method is a general test procedure for load tests of glass subjected to uniform static loads. It is applicable for test protocols involving specified loads, load durations, and loading rates.  
1.2 This test method is applicable to architectural flat glass of various types; for example, annealed, heat-strengthened, fully tempered, laminated, insulating, and combinations thereof.  
1.3 This test method describes a process of applying specific test loads to glass. The test may be conducted using a standard test frame specified herein or a test frame of the user's design.  
1.4 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard.  
1.5 This standard does not purport to address all of the safety problems, 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. For specific precautionary statements see Section 7.  
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 E3119-19(Test Method)
Standard Test Method for Accelerated Aging of Environmentally Controlled Dynamic Glazing

SIGNIFICANCE AND USE
4.1 ECDG perform a number of important functions in a building envelope including: reducing the solar energy heat gain; providing a variable visual connection with the outside world; enhancing human comfort (heat gain), security, illumination, and glare control; providing for architectural expression, and (possibly) improving acoustical performance. It is therefore important to understand the relative serviceability of these glazings.  
4.2 This test method is intended to provide a means for assessing the relative serviceability of ECDGs, as described in Section 1.  
4.3 The test method is intended to simulate in-service use and accelerate aging of the environmentally controlled dynamic glazings.  
4.4 Results from these tests cannot be used to predict the performance over time of in-service units unless actual corresponding in-service tests have been conducted and appropriate analyses have been conducted to show how performance can be predicted from the accelerated aging tests.  
4.5 The procedure in this test method includes environmental test parameters that are typically used in weatherability tests by standards organizations and are realistic for the intended use of large-area ECDG units.
SCOPE
1.1 This test method covers the accelerated aging and monitoring of the time-dependent performance of environmentally controlled dynamic glazings such as thermochromic (TC) thermotropic, photochromic glazings. and combinations thereof.  
1.2 The test method is applicable only for environmentally controlled dynamic glazings. These glazings may be either monolithic glass, monolithic laminated glass, or sealed insulating glass units fabricated for use in buildings, such as exterior doors, windows, skylights, and wall systems.  
1.3 During use, the environmentally controlled dynamic glazings tested according to this method are exposed to environmental conditions, including solar radiation and are employed to control the amount of transmitted radiation by absorption and reflection and thus, limit the amount of solar radiation that is transmitted into a building.  
1.4 The test method is not applicable to electronically controlled chromogenic devices, such as electrochromic devices.  
1.5 The test method is not applicable to environmentally controlled dynamic glazings that are constructed from superstrate or substrate materials other than glass.  
1.6 The test method referenced herein is a laboratory test conducted under specified conditions.  
1.7 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.8 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.  
1.9 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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