ASTM E 2461 : 2012 : R2017
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Standard Practice for Determining the Thickness of Glass in Airport Traffic Control Tower Cabs
Hardcopy , PDF
09-10-2023
English
06-04-2017
CONTAINED IN VOL. 04.12, 2017 Defines the determination of the thickness of glass installed in airport traffic control towers (ATCT) resist a specified design loading with a selected probability of breakage less than or equal to either 1 lite per 1000 or 4 lites per 1000 at the first occurrence of the design wind loading.
Committee |
E 06
|
DocumentType |
Standard Practice
|
Pages |
17
|
ProductNote |
Reconfirmed 2017
|
PublisherName |
American Society for Testing and Materials
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
1.1This practice covers the determination of the thickness of glass installed in airport traffic control towers (ATCT) to resist a specified design loading with a selected probability of breakage less than or equal to either 1 lite per 1000 or 4 lites per 1000 at the first occurrence of the design wind loading.
1.2The procedures apply to common outward sloping cab glass designs for which the specified loads do not exceed 10 kPa (210 psf).
1.3The procedures assume control tower cab glass has an aspect ratio no greater than 2.
1.4The procedures assume control tower cab glass has an area no less than 1.86 square metres (20 square feet).
1.5The procedures apply only to annealed monolithic, annealed laminated, or annealed insulating glass having a rectangular or trapezoidal shape.
1.6The use of the procedures assumes the following:
1.6.1Annealed monolithic and annealed laminated glass installed in ATCTs shall have continuous lateral support along two parallel edges, along any three edges, or along all four edges;
1.6.2Insulating glass shall have continuous lateral support along all four edges; and
1.6.3Supported glass edges are simply supported and free to slip in plane.
1.7The procedures do not apply to any form of wired, patterned, etched, sandblasted, or glass types with surface treatments that reduce the glass strength.
1.8The procedures do not apply to any form of heat treated glass, chemically strengthened glass, or any type of glass with surface treatments intended to increase the glass strength.
1.9The procedures address the determination of thickness and construction type to resist a specified design wind load at a selected probability of breakage. The final glass thickness and construction determined also depends upon a variety of other factors (see 5.3).
1.10These procedures do not address blast loading on glass.
1.11The 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.
1.12This 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 to determine the applicability of regulatory limitations prior to use.
1.13This 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 C 1036 : 2006 | Standard Specification for Flat Glass |
ASTM E 1300 : 2000 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2012 : REV A : EDT 1 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2016 : REDLINE | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM C 1036 : 2016 | Standard Specification for Flat Glass |
ASTM C 1036 : 2011 | Standard Specification for Flat Glass |
ASTM E 1300 : 2002 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2009 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2009 : REV A | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2012 : REV A | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2003 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM C 1036 : 2011 : EDT 1 | Standard Specification for Flat Glass |
ASTM E 1300 : 2016 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2004 : EDT 1 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM E 1300 : 2012 | Standard Practice for Determining Load Resistance of Glass in Buildings |
ASTM C 1036 : 2016 : REDLINE | Standard Specification for Flat Glass |
ASTM C 1036 : 1991 : R1997 | Standard Specification for Flat Glass |
ASTM E 1300 : 2007 : EDT 1 | Standard Practice for Determining Load Resistance of Glass in Buildings |
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