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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. approved in Last previous edition approved in as E – 2 Annual Book of ASTM Standards, Vol 3 Annual Book of ASTM Standards, . available in ASTM Ea (ASTM ) can be used to. design only LG panels having a maximum length of approxi-. mately 5 m and width.

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This practice shall not apply to other applications including, asttm not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. Click here to download full list of books.

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. Determination and Report of Procedures. Are you sure you want to empty the cart? Sign In or Register.

ASTM E1300 – 09a PDF

Search book title Enter keywords for book title search. Uniform Plumbing Code, 8th Printing.

The values stated in SI units are to be regarded as the standard. The final thickness and type of glass selected also depends e1300-09 a variety of other factors see 5. Please login to your authorized staff account to use this feature.

ASTM-E, –

Appendix R1300-09a and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass axtm supported on four sides. Your cart is empty. 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.

Link to Active This link will always route to the current Active version of the standard. D Practice for Plastics: The values given in parentheses are for information only.

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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 values given in parentheses are for information only. Appendix X4 lists the key variables used in calculating the mandatory type factors in Tables and comments on their conservative values.

F Standard Specification for Driven Fasteners: There were no books found for the applied search filters. 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.

For conversion of quantities in various systems of measurements to SI units, refer to SI Active view current version of standard. E Terminology of Building Constructions. Enter your account email address to request a password reset: Print 1 2 3 4 5 page sstarting from page current page. 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.

Enter your personal account email address to request a password reset: C Standard Specification for Flat Glass.

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. This practice addresses only the determination of the resistance of glass to uniform lateral loads.

Nails, Spikes, and Staples. New Products – more. 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 Determination and Report of Procedures.

Charts in this practice provide a means to determine approximate maximum lateral glass deflection. Remember me for one month. 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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Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides. Register for a trial account. Land Use and Development.

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

Copyright Compu-tecture, Inc. Work Item s – proposed revisions of this standard. FORMAT Single User Subscription Site License Subscription BOOKS All Books PACKAGES All Packages EDITION to PUBLISHER. 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.

Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides.

D Practice for Plastics: This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves.

E 32 – latest.

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

This standard does not purport to address all of the safety concerns, if any, associated with its use. The values given in parentheses are for information only. Powered by Standards Documents. Appendix X1 and Appendix X2 astn additional procedures to determine maximum lateral deflection for glass simply supported on e1300-09w sides. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.