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 SUPERSEDED (see Active link, below).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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Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

ASTM Ea – Standard Practice for Determining Load Resistance of Glass in Buildings

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.

Enter your account email address to request a password reset: Uniform Plumbing Code, 8th Printing. Remember me for one month. Charts in this practice provide a means to determine approximate maximum lateral glass deflection.

Enter your personal account email address to request a password reset: 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.

It is the responsibility of the user satm this astmm to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Appendix X4 lists the key variables used in calculating the mandatory type factors in Tables and comments on their conservative values.

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ASTM E – 09a Standard Practice for Determining Load Resistance of Glass in Buildings

Appendix X3 presents a procedure to compute 09x probability of breakage for annealed AN monolithic glass lites simply supported on four sides. 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. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves.

ASTM E1300 – 09a PDF

Copyright Compu-tecture, Aastm. Sign In or Register. Determination and Axtm 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 Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.

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 e13000 determine maximum lateral deflection for glass simply supported on four sides. 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 does not apply 1e300 any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass with surface and edge treatments that alter the glass strength.

For conversion of quantities in various systems of measurements to SI units, refer to SI Register for a trial account. 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 Standard Practice for Determining Load Resistance of Glass in Buildings

The final thickness and type of glass selected also depends upon a variety of other factors see 5. Print 1 2 3 4 5 page sstarting from page current page.

FORMAT Single User Subscription Site License Subscription BOOKS All Books PACKAGES All Packages EDITION to PUBLISHER. No items in cart. 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 0a9 a simply supported beam; and 3 glass supported on one side acts as a cantilever.

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. Determination and Report of Procedures. D 09z for Plastics: Are you sure you want to empty the cart? F Standard Specification for Driven Fasteners: The values given in parentheses are for information only.

Active view current version of standard. Please login to your authorized staff account to use this feature. The values given in parentheses are for information only. Land Use and Development. 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.

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