TESTING PROGRAM ACCORDING TO: ASTM E Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. ASTM E pdf – Download as PDF File .pdf), Text File .txt) or read online. Last previous edition E – obtained by applying factors of safety to the ultimate load of 2. Annual Book of ASTM Standards, Vol the anchorage.
|Published (Last):||27 January 2009|
|PDF File Size:||18.98 Mb|
|ePub File Size:||9.52 Mb|
|Price:||Free* [*Free Regsitration Required]|
These test methods provide basic testing procedures for use with product-specific evaluation and acceptance standards and are intended to be performed in a testing laboratory. Last previous edition approved in as E — Nothing in this standard, however, shall preclude combined tests incorporating two or more of these types of loading such as seismic, fatigue and shock tests in series.
The distances in Table aatm are not intended for design of e48. The materials used include epoxy, cementitious material, polyester resin, and other similar types. 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 reaction bridge is not required along the edge of the structural member if the edge distance is larger xstm 4 hef in all directions. A superscript epsilon e indicates an editorial change since the last revision or reapproval.
Nothing in this standard, however, shall preclude combined tests incorporating two or more of these types of loading such as seismic, fatigue and shock tests in series. The amount of force exerted on the loading plate by the attaching nut or locking device shall be uniform for each series e4488 tests performed.
Testing shall begin only after the test specimens have reached at least w488 appropriate stable condition with regard to temperature and moisture content.
Loadings include quasi-static, seismic, fatigue and shock.
ASTM E() – Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements
The testing device shall be of sufficient capacity to prevent yielding of its various components and shall ensure that the applied tension loads remain parallel to the axes of the anchors and that the applied shear loads remain parallel to the surface of the structural member during testing. E — 96 concrete or masonry members shall be evaluated. Referenced Documents purchase separately The documents asttm below are referenced within the subject standard but are not provided as part of the standard.
The load and displacement measuring devices shall be capable of providing data points at least once per second in order to produce continuous load versus displacement curves. Add to Alert PDF. The readings shall be obtained prior to reaching peak load. Cast-in-place concrete, grout-set, and epoxy-set anchors are some examples of anchorage systems that require provisions for aging or curing.
Individual reprints single or multiple copies of this standard may be obtained by contacting ASTM at the above address or at phonefaxor service astm. Work Item s – proposed revisions of this standard.
Insert sleeves of the required diameter shall be periodically installed in the loading plate to meet these requirements. DS or any other load for each test series as the arithmetic mean? As the voice of the U. The structural member shall be at least 1. Link to Active This link will always route to the current Active version of the standard.
The overall size of the test specimen shall not be reduced unless the requirements in 6. Division 9 – Finishes -?
June Division 9 Finishes 1 of 16 Division The enlarged diameter section of the hole is predrilled or enlarged by an expansion process during setting of the anchor.
The testing may be performed in either system and reported in that system and the results converted to the other. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. The enlarged diameter section of the hole is predrilled or enlarged by an expansion process during setting of the anchor. Published on Nov View 1. Work Item s – proposed adtm of this standard. Displacement failure is evidenced by continuous displacement associated with a constant or asm applied load.
ASTM E 488.pdf
Active view current version of standard. The load and displacement measuring devices shall be capable of awtm data points at least once per second in order to produce continuous load versus displacement curves.
E 96 Reapproved Standard Test Methods forStrength of Anchors in Concrete and Masonry Elements1This standard is issued under the xed designation E ; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision.