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.

| Author: | Shajinn Fehn |
| Country: | Mauritius |
| Language: | English (Spanish) |
| Genre: | Sex |
| Published (Last): | 12 March 2010 |
| Pages: | 120 |
| PDF File Size: | 1.57 Mb |
| ePub File Size: | 17.71 Mb |
| ISBN: | 147-2-11481-392-4 |
| Downloads: | 92028 |
| Price: | Free* [*Free Regsitration Required] |
| Uploader: | Fenrishura |
E1300-90a X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides. Register for a trial account. Remember me for one month.
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 X4 lists the key variables used in calculating the mandatory type factors in Tables and comments on their conservative values.
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The final thickness and type of glass selected also depends upon a variety of other factors see 5.
Your cart is empty. This practice applies to vertical and sloped glazing in buildings for which the specified design loads consist of wind load, snow load asym self-weight with a total combined magnitude less than or equal to 10 kPa psf.

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.
Charts in this practice provide a means to determine approximate maximum lateral glass deflection. Print 1 2 3 4 5 page sstarting from page current page.
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 standard does not purport to address all of the safety concerns, if any, associated with its use. Determination and Report of Procedures. 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. C Standard Specification for Flat Glass.
ASTM-E, –
Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides. For conversion of quantities in various systems of measurements to SI units, refer to SI Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites simply supported on four sides.
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. Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.
Click here to download full list of books. E 32 – latest. 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. E Terminology of Building Constructions. This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves.
Work Item s – proposed revisions of this standard. Nails, Spikes, and Staples. This practice shall not apply to other applications including, e1300-09 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. Appendix X3 presents a procedure to compute approximate probability of breakage for annealed AN monolithic glass lites e11300-09a supported on four sides. Active view current version of standard. Land Use and Development. This practice addresses only the determination of the resistance of glass to uniform lateral loads.
The values stated in SI units are to be regarded as the standard. Link to Active This link will always route to the current Active version of the standard.
ASTM E1300 Standard Practice for Determining Load Resistance of Glass in Buildings
Determination and Report of E1300-09z 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 New Products – more.
Sign In or Register. 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.
Please login to your authorized staff account to use this feature. Uniform Plumbing Code, 8th Printing. Powered by Standards Documents. For conversion of quantities in various systems of measurements to SI units, refer to SI Determination and Report of Procedures.
