ASTM E1300 – 12AE1 PDF
February 2, 2021 | by admin
E − A The probability of breakages for Lite No. 1 and Lite Pb2 = e No. 2 for the load carried by each are as follows: A Conclusion— The. ASTM E – 12ae1. Standard Practice for Determining Load Resistance of Glass in Buildings. Active Standard ASTM E | Developed by Subcommittee: . Edition: 12ae1 (). Superseded by: ASTM E Check Published. Number of pages: Price: NOK 1 ,00 (excl. VAT) NOK 1 ,00 (with VAT).
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If the maximum lateral deflection falls outside the r1300 in Annex A1, then use the procedures outlined inAppendix X1. Polished Edges, MPa psi No items in cart. Please fill this form, we will try to respond as soon as possible.
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NOK 1 ,00 excl. Today, some 12, ASTM standards are used around the world to improve product quality, enhance safety, facilitate market access and trade, and build consumer confidence. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are e13300 provided as part of the standard.
Size px x x x x Contact the interlayer manufacturer for appropriate shear modulus values. The information in this practice applies only to polyvinyl butyral PVB interlayer or those interlayers that demonstrate equivalency according to Appendix X8.
In addition, considerations set forth in building codes along with criteria presented in safety glazing standards and site specific concerns may control the ultimate glass type and thickness selection. The construction of two 12as1.
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Nails, Spikes, and Staples. We need your help to maintenance this website. Example 4 illustrates the determination of approximate center of glass deflection.
The method applies to 2-ply laminates fabricated from both equal and unequal thickness glass plies. The values given in parentheses are for mathematical conversions to inch-pound units that are provided for information only and are not considered standard.
Sstm membrane stresses predominate, the exponent is less than 3 but this regime is outside the range of typical architectural glass design.
E 1300 – 12ae1
Duration Factor 3s 10 s 60 s 10 min 60 min 12 h 24 h 1 week 1 month 30 days 1 year beyond 1 year 1. If the charts are used to predict the strength of freshly manufactured glass, the results may be conservative. Copyright Compu-tecture, Inc.
It is possible that the information presented in the NFL charts may change as further data becomes available. Interlayers comprised of differing polymers in multiple layers are not covered in this procedure. FORMAT Single User Subscription Site License Subscription BOOKS All Books PACKAGES All Packages EDITION to PUBLISHER.
Enter your account email address to request a password reset: This ensures that you are always up-to-date and saves you both time and money. Appendix X1 provides additional procedures to determine maximum lateral deflection for glass simply supported on four sides.
E – 12ae1 – Free Download PDF
Please help us to share our service with your friends. Effective thickness for stress: Note 1 This practice does not address aesthetic issues caused by glass deflection. F Standard Asttm for Driven Fasteners: Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters.
Enter your personal account email address to request a password reset: These minimum glass thicknesses are presented in Table 4. Home E – 12ae1 E – 12ae1 September 14, Author: Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.
The proposed laminate construction is 10 mm glass 1. To convert, multiply the LR by the factor in Table X4.
Aztm addition, considerations set forth in building codes along with criteria presented in safety glazing standards and site specific concerns may control the ultimate glass type and thickness selection.
Remember me for one month. 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.
The glass thickness used for calculating load sharing factors for short duration loads is the sum of the thickness of glass of the 2 plies in accordance with Table 1. Under short duration loads LG is assumed to behave in a monolithic-like manner.