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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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. Precision and Bias This test is intended to represent the interaction of the anchor with the stone panel. The stone sample may be held down by independent anchors as shown in Fig. 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.

Test specimens immediately upon removing from the bath, wiping the specimen free of surface water. Load is applied, separately, perpendicular to the surface of the panel and parallel to the surface of the panel.

Link to Active This link will always route to the current Active version of c13544 standard.

ASTM C – 96 Standard Test Method for Strength of Individual Stone Anchorages in Dimension Stone

Refer to Guide C The test as described above is repeated? The strength of a limited length of anchor may be related to a longer length of support when the? The mechanical anchor is connected to a test support. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM Headquarters.

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The area beneath the anchor shall be 2 kept unsupported to prevent restraint of spalls that may arti? A superscript epsilon e indicates an editorial change since the last revision or reapproval.

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.

Stone samples aastm be taken from slabs oriented relative to rift as will be used in construction. Summary of Test Method 4. In addition, the support frame shall be sufficiently stiff to limit de? The sample of stone panel is held down while the upward load is applied through a single sample of anchor. Combining values from the two systems may result in non-conformance with the standard.

Natural Stone Institute – ASTM Standards Testing Laboratory for Natural Stone

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. 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. A precision section will be added when sufficient data are available asttm indicate acceptable tolerances in repeatability and reproducibility. Alternatively, provisions may be made to distribute the load from the anchor to the stone with a soft bearing material.

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Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.

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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.

C1534 suppliers shall provide the following information: Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phonefaxor service astm.

Current edition approved Oct. A test load is applied perpendicular or parallel to the face of the stone panel. Historical Version s – view previous versions of standard. A number in parentheses indicates the year of last reapproval. Load is applied, separately, perpendicular to the surface of the panel and parallel to the surface of the panel.

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. Observe and record the failure of the load applied to each specimen.