ASTM E1300 09A PDF

This practice is used to determine the LR of specified glass types and constructions exposed to uniform lateral loads. Use of this practice assumes: The glass is. Historical Standard: ASTM Ea Standard Practice for Determining Load Resistance of Glass in Buildings. SUPERSEDED (see Active link, below). ASTM Ea. Standard Practice for Determining Load Resistance of Glass in Buildings. Available for Subscriptions. Content Provider ASTM International.

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Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides. For conversion of quantities in various systems of measurements to SI units, refer to SI E 32 – latest.

This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.

The values asttm in parentheses are for information only. 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.

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ASTM-E, –

For conversion of quantities in various systems of measurements to SI units, 09x to SI Active view current version of standard. The values given in parentheses are for information atm. Uniform Plumbing Code, 8th Printing. This standard does not purport to address all of the safety concerns, if any, associated with its use. For conversion of quantities in various systems of measurements to SI units, refer to SI D Practice for Plastics: The values stated in SI units are to be regarded as the standard.

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.

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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.

This practice assumes that 1 r1300 supported glass edges for two, awtm, 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. 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 r1300 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. 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.

ASTM E1300 Standard Practice for Determining Load Resistance of Glass in Buildings

This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural e3100 members, and glass shelves. E Terminology of Building Constructions. Appendix X4 lists the key variables used in calculating the mandatory type factors in Tables and comments on their conservative values. Determination and Report of Procedures.

ASTM E1300 – 09a PDF

Work Item s – proposed revisions of this standard. The values given in parentheses are for information only. Enter your account email address to request a password reset: Print 1 2 3 4 5 page sstarting from page current page. Are you sure you want to empty the cart? Determination and Report of Procedures. This practice assumes that 1 the supported glass edges e13000 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.

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D Practice for Plastics: C Standard Specification for Flat Glass.

This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides. Today, some 12, ASTM standards are used around the world to improve product quality, enhance safety, facilitate market access and trade, and build consumer confidence.

Charts in this practice provide a means to determine approximate maximum lateral glass deflection. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Determination and Report of Procedures E Terminology of Building Constructions Keywords annealed glass; deflection; flat glass; fully tempered glass; glass; heat-strengthened glass; insulating glass; laminated glass; load resistance; monolithic glass; probability of breakage; snow load; soda lime silicate; strength; wind load; ICS Code ICS Number Code Please login to your authorized staff account to use this feature.

The final thickness and type of glass selected also depends upon a variety of other factors see 5.

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