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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Link to Active This link will always route to the current Active version of the standard. Not all glass types are manufactured by Pilkington North America, Inc.
ASTM E1300 Wind Load Calculator
Work Item s – proposed revisions of this standard. Determination and Report of Procedures.
Click Here to Begin Appendix X3 presents a procedure to compute approximate probability of breakage for annealed monolithic glass lites simply supported on four sides.
Please note that we are providing this calculator as a tool for you to ast with no expressed or implied warranties regarding the results, and while we have made every asgm 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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Nippon Sheet Glass Co. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part 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 aztm.
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. Head Office – Mita Minato-ku Tokyo.
Wind Load Calculator
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. 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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For conversion of quantities in various systems of e3100-04 to SI units refer to SI 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. Appendix X1 and Appendix X2 provide additional procedures to determine maximum lateral deflection for glass simply supported on four sides.
Glass must be selected and designed to conform with applicable Safety and Building Code Requirements.