ASTM E1300 09A PDF

The values stated in SI units astmm to be regarded as the standard. New Products — more. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. ASTM-E, — For conversion of quantities in various systems of measurements to SI units, refer to SI This practice applies only to monolithic, laminated, or insulating glass constructions of rectangular shape with continuous lateral support along one, two, three, or four edges. Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves.

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ASTM E 1. Scope 1. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. This practice assumes that 1 the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; 2 glass supported on two sides acts as a simply supported beam; and 3 glass supported on one side acts as a cantilever.

The final thickness and type of glass selected also depends upon a variety of other factors see 5. Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.

Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides. The values given in parentheses are for information only. For conversion of quantities in various systems of measurements to SI units, refer to SI 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.

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ASTM E1300:09a

More E Scope 1. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. This practice assumes that 1 the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; 2 glass supported on two sides acts as a simply supported beam; and 3 glass supported on one side acts as a cantilever. The final thickness and type of glass selected also depends upon a variety of other factors see 5.

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ASTM-E-1300 (R09A)

No further reproductions authorized. E — 09a equal or different thicknesses and types including the layered NOTE 1—This practice does not address aesthetic issues caused by glass behavior of LG under long duration loads , in a sealed IG unit. These factors include but are not limited the IG unit, based on the resistance to breakage of one specific to: thermal stresses, spontaneous breakage of tempered glass, lite only. In addition, considerations set forth in lites or plies that would break at the first occurrence of a building codes along with criteria presented in safety glazing specified load and duration, typically expressed in lites per standards and site specific concerns may control the ultimate Procedure having jurisdiction and considering appropriate site specific 6. Annex A1 the upper charts of Figs A1. Summary of Practice 6.

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ASTM E1300 09A PDF

Shakazshura ASTM-E, — Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Search book title Enter keywords for book title search. 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. For conversion of quantities in various systems of measurements to SI units, refer to SI This practice applies to vertical and sloped glazing in buildings for which the specified design loads consist of wind load, snow load and self-weight with a total combined magnitude less than or equal to 10 kPa psf. D Practice for Plastics: The final thickness and type of glass selected also depends upon a variety of other factors see 5. The values given in parentheses are for information only.

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ASTM E1300-09A PDF

Zololmaran The final thickness and type of glass selected also depends upon a variety of other factors see 5. Sign In or Register. Enter your personal account email address to request a password reset: Determination and Report of Procedures. Determination and Report of Procedures. Link to Active This link will always route to the current Active version of the standard. ASTM Ea — Standard Practice for Determining Load Resistance of Glass in Buildings For conversion of quantities in various systems of measurements to SI units, refer ashm SI This practice does not apply to any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass with surface and edge treatments that alter the glass strength. C Standard Specification for Flat Glass.

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