Joseph A. Reed, P. Director — Engineering and Product Testing. ASTM E Book of Standards Volume Building Code.
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Full Name Comment goes here. Are you sure you want to Yes No. You'll be able to say goodbye to gout, and feel better than ever before, in just 7 days or less!
Lauri Henderson If you have a few spare minutes per day, we have some very exciting news for you! Julia Hicks Today, I want to share with you my own "unfair advantage" An honest crack at an insider's edge that's so effective it's nothing less than performance enhancing for your own bottom line profits! Show More. No Downloads. Views Total views. Actions Shares. Embeds 0 No embeds. No notes for slide. Glass 2. STD 2. TABLE 1 END ALPHA 2. DAMP 0. Shear displacements are valid without friction between the concrete and the anchor plate!
The gap due to the drilled hole and clearance hole tolerances are not included in this calculation! The acceptable anchor displacements depend on the fastened construction and must be defined by the designer!
Page 56 Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! The software considers that the grout is installed under the anchor plate without creating air voids and before application of the loads.
For larger diameters of the clearance hole see Chapter 1. In any case, the instructions for use provided with the product have to be followed to ensure a proper installation. Fastening meets the design criteria! Page 57 All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility.
The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.
Page 59 Page 67 Page 68 Page 70 Page 78 Page 79 Page 81 A number in parentheses indicates the year of last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval.
Scope 1. 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 X3 presents a procedure to compute approxi- mate probability of breakage for annealed monolithic glass lites simply supported on four sides. The values given in parentheses are for information only. For conversion of quantities in various systems of measurements to SI units refer to SI It is the responsibility of the user of this standard to establish appro- priate safety and health practices and determine the applica- bility of regulatory limitations prior to use.
Referenced Documents 2. Terminology 3. For glass simply supported on three sides, the ratio of the length of one of the supported edges perpendicular to the free edge, to the length of the free edge, is equal to or greater than 0. Current edition approved June 10, Published August Originally published as E — Last previous edition E — Page 83 For interlayer thicknesses greater than 1. Discussion—Many different interlayer materials are used in laminated glass.
The information in this practice applies only to polyvinyl butyral PVB interlayers. Discussion—For loads having durations other than 3 s or 30 days, refer to Table X6. Minimum Thickness mm in. Summary of Practice 4. Procedure 6. See Annex A2 for examples. Lite No.
NOTE 3—There are some combinations of IG with laminated glass where its monolithic-like behavior under a short duration load gives the IG a lesser load resistance than under the layered behavior of long duration loads. Page 89 Page 90 Page 91 Page 92 Page You just clipped your first slide!
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Astm e 1300
Active view current version of standard. Other Historical Standards. Work Item s - proposed revisions of this standard. More E 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. The final thickness and type of glass selected also depends upon a variety of other factors see 5.