Active Standard ASTM E2461 | Developed by Subcommittee: E06.51
Book of Standards Volume: 04.12
Historical (view previous versions of standard)
Significance and Use
This standard procedure facilitates determination of the thickness of a glass construction required to resist a specified design load with a selected probability of breakage.
This standard procedure addresses the following glass constructions: annealed monolithic, annealed laminated, and insulating glass fabricated with annealed monolithic or annealed laminated glass, or both.
Use of these procedures assume:
The glass is free of edge damage and is properly glazed,
The glass has not been subjected to abuse,
The surface condition of the glass is typical of glass that has been in service for several years, and is significantly weaker than freshly manufactured glass due to minor abrasions on exposed surfaces,
The glass edge support system is sufficiently stiff to limit the lateral deflections of the supported glass edges to less than 1/175 of their lengths. The specified design load shall be used for this calculation, and
The center of glass deflection shall not result in loss of edge support. Typically maintaining center of glass deflection at or below the magnitude of three times the nominal glass thickness assures that no loss of edge support will occur.
Many other factors affect the selection of glass type and thickness. These factors include but are not limited to: thermal stresses, the effects of windborne debris, excessive deflections, behavior of glass fragments after breakage, seismic effects, heat flow, edge bite, noise abatement, potential post-breakage consequences, and so forth. In addition, considerations set forth in federal, state, and local building codes along with criteria presented in safety glazing standards and site specific concerns may control the ultimate glass type and thickness selection.
1.1 This 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.
1.2 The procedures apply to common outward sloping cab glass designs for which the specified loads do not exceed 10 kPa (210 psf).
1.3 The procedures assume control tower cab glass has an aspect ratio no greater than 2.
1.4 The procedures assume control tower cab glass has an area no less than 1.86 square metres (20 square feet).
1.5 The procedures apply only to annealed monolithic, annealed laminated, or annealed insulating glass having a rectangular or trapezoidal shape.
1.6 The use of the procedures assumes the following:
1.6.1 Annealed 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;
1.6.2 Insulating glass shall have continuous lateral support along all four edges; and
1.6.3 Supported glass edges are simply supported and free to slip in plane.
1.7 The procedures do not apply to any form of wired, patterned, etched, sandblasted, or glass types with surface treatments that reduce the glass strength.
1.8 The 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.
1.9 The 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).
1.10 These procedures do not address blast loading on glass.
1.11 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.
1.12 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 to determine the applicability of regulatory limitations prior to use.
2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.
C162 Terminology of Glass and Glass Products
C1036 Specification for Flat Glass
E631 Terminology of Building Constructions
E1300 Practice for Determining Load Resistance of Glass in Buildings
American Society of Civil Engineers StandardASCE 7 Minimum Design Loads for Buildings and Other Structures
ICS Number Code 81.040.20 (Glass in building)
UNSPSC Code 30171501(Glass doors)