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ASTM C1354 PDF

ASTM C Standard Test Method for Strength of Individual Stone Anchorages in Dimension Stone. Find the most up-to-date version of ASTM C/CM at Engineering Aug 27, Test of a kerf anchor according to ASTM C Photo courtesy The Natural Stone Institute. by Charles Muehlbauer. Natural stone products.

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Alternatively, provisions may be made to distribute the load from the anchor to the stone with a soft bearing material. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

Observe and record the failure of the load applied to each specimen. Load is applied, separately, perpendicular to the surface of the panel and parallel to the surface of the panel.

Natural Stone Institute – ASTM Standards Testing Laboratory for Natural Stone

Refer to Guide C This standard is subject to revision at any time by the responsible technical committee x1354 must be reviewed every? However, influence of the backup structure on the strength of the assemblies is not included.

A test load is applied perpendicular or parallel to the face of the stone panel. The sample of stone is supported at the opposite end by a 25 mm 1 in. Refer to Guide C It is the responsibility of the user of this standard to establish appropriate safety and health qstm and determine the applicability of regulatory limitations prior to use.

Actual dimensions of each sample tested rather than nominal dimensions shall be measured and reported, 4 Current edition approved Oct.

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Test specimens immediately upon removing from the bath, wiping c13544 specimen free of surface water. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.

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If it is desired to measure fracture strength of stone when it exceeds the strength of the metal anchor, an additional set of tests shall 4 More specimens may be needed depending on the variability of the test results. The surface between the loading plate and the stone panel sample shall be lubricated.

A number in parentheses indicates the year of last reapproval. Link to Active This link will always route to the current Active version of the standard. 1c354 restraint devices have interfered with c13354 fracture plane, note it and adjust the locations of the restraint devices. The designer specifying the test shall state what de? Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM Headquarters.

Precision and Bias The strength of a limited length of anchor may be related to a longer length of support when the flexibility of the support is properly considered by the designer. In addition, the support frame shall be sufficiently stiff to limit de? If necessary, determine suitable statistical parameters to evaluate the composite variability and to select the number of specimens needed for obtaining a given minimum precision in determining the capacity of the anchorage system.

Summary of Test Method 4. The anchor shall be attached to the support frame in the same way it will be attached to the backup structure in construction. Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phonefaxor service astm. The test as described above is repeated? A precision section will be added when sufficient data are available to indicate acceptable tolerances in repeatability and reproducibility.

If sealant, epoxy, or other form of kerf?

This test is intended to represent the interaction of the anchor with the stone panel. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. The mechanical anchor is connected to a test support. Stone suppliers shall provide the following information: The stone sample may be held down by independent anchors as shown in Fig. Combining values from the two systems may result in non-conformance with the standard.

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The sample of stone panel is held down while the upward load is applied through a single sample of anchor.

This test is intended to represent the interaction asmt the anchor with the stone panel. Stone samples shall be taken from slabs oriented relative to rift as will be used in construction.

The area beneath the anchor shall be 2 kept unsupported to prevent restraint of spalls that may arti? The strength of a limited length of anchor may be related to a longer length of support when the?

Historical Version s – view previous versions of standard. The test load is applied gradually using a calibrated test machine; load is increased until the stone or the mechanical anchor fails. Load is applied, separately, perpendicular to the surface of the panel and parallel to the surface of the panel. 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 American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard.

Support Frame and Loading Device 7. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

A superscript epsilon e indicates an editorial change since the last revision or reapproval.