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ASTM E1300-04 PDF

Table Allowable surface stress (MPa) for a 3seconds duration load according to ASTM E [22]. The 3seconds duration load that represents the. New Provisions in ASTM e‐ A comparison of the Basic and New Analytical Procedures for Determining the. Load Resistance of. for glass strength, ASTM E , “Standard Practice for Determining the Minimum Thickness and Type of Glass. Required to Resist a Specified Load” which.

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If the application does not appear within a few seconds generally less than 30 seconds under normal conditionsyou may need to download the plug-in by clicking here.

Wind Load Calculator

This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members and glass shelves. E11300-04 note that we are providing this calculator as a tool for you to use with no expressed or implied warranties regarding the atsm, and while we have made every effort to assure the accuracy of the calculations, Pilkington will not be responsible for the results or any subsequent problems that may occur as the result of the use of the information contained herein.

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The final thickness and type of glass selected also depends upon a variety of other factors see 5. Skip navigation Skip to section menu Skip to page menu. Link to Active This link will always route to the current Active version of the standard. 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.

Determination and Report of Procedures.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Work Awtm s – proposed revisions of this standard.

ASTM E – 04 Standard Practice for Determining Load Resistance of Glass in Buildings

Nippon Sheet Glass Co. This calculator makes it easy for you to perform preliminary assessments of the Wind Load resistance of single glazed, annealed not heat treated window glass, with various edge support conditions, according to the ASTM E standard.

Maximum glass deflection and edge pullout under the design load should always be considered.

For more information about, or to purchase a copy of, the complete program, adtm Standards Design Group toll-free at or visit their web site at: Not all glass types are manufactured by Pilkington North America, Inc.

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

Standard Practice for Determining Load Resistance of Glass in Buildings

Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides. D Practice for Plastics: Active view current version of standard.

About this site Legal Notice Privacy Policy. Click Here to Begin The values given in parentheses are for information only. Glass must be selected and designed to conform with applicable Safety and Building Code Requirements.

For conversion of quantities in various systems of measurements to SI units refer to SI Head Office – Mita Minato-ku Tokyo. This practice assumes that 1 the supported glass edges for two, three and four sided support conditions are atsm 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.