Table Allowable surface stress (MPa) for a 3seconds duration load according to ASTM E . 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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This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members and glass shelves.
Wind Load Calculator
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. D Practice for Plastics: 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.
Click Here to Begin 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.
Please note that we are providing this calculator as a tool for you to use with no expressed or implied warranties regarding the results, 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.
The final thickness and type of glass selected also depends upon a variety of other factors see 5. Glass must be selected and designed to conform with applicable Safety and Building Code Requirements.
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Standard Practice for Determining Load Resistance of Glass in Buildings
For conversion of quantities in various systems ast measurements to SI units refer to SI Nippon Sheet Glass Co. Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.
Not all astj types are manufactured by Pilkington North America, Inc. Appendix X3 presents a procedure to compute approximate probability of breakage for annealed monolithic glass lites simply supported on four sides. 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.
Maximum glass deflection and edge pullout under the design load should always be e1300-0. Skip navigation Skip to section menu Skip to page menu.
For more information w1300-04, or to purchase a copy of, the complete program, call Standards Design Group toll-free at or visit their web site at: Work Item s – proposed revisions of this standard. Determination and Report of Procedures. 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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