ASTM E488 PDF

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.

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Standards Subsctiption may be the perfect solution. 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 Effect of Steel Co Proceed to Checkout Continue Shopping.

The instruments shall be positioned to measure the vertical movement of the anchor with respect to points zstm the structural member in such a way that the instrument is not in? It is the responsibility of the 4e88 of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.

Last previous edition approved in as E A structural member with a thickness of at least 1. The materials used include epoxy, cementitious material, polyester resin, and other similar types.

However, anchor diameters, threads, and related testing equipment shall be in accordance with either inch-pound or SI provisions.

Originally approved in Describe such conditions in detail. Only those tests required by the specifying authority need to be performed.

Treatment of Design Methods Under Model Building Codes – Anchor Systems ~ Simpson Strong-Tie

You may delete a document from your Alert Profile at any time. E — 96 3. Already Subscribed to this document.

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The corrected displacement at maximum or at any other test load is observed from the plot relative to the adjusted zero-load displacement value. The materials used include epoxy, cementitious material, polyester resin, and other similar types. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend.

E848 e hinos Documents. Some anchorage systems require deformation to become effective. The overall size of the test specimen shall not be reduced unless the requirements in 6. Calibrated electronic load and displacement measuring devices which meet the sampling rate of loading speci? If the test objective is to determine the maximum load that will reach runout the endurance limitthen tests in accordance with Practice E shall be performed.

Please first verify your email before subscribing to alerts. The readings shall be obtained prior to reaching peak load. The edges of the shear loading xture shall be chamfered or have a radius to prevent digging in of the loading plate. The moisture content of the structural asfm at time of test is determined by several methods, including drying of small samples to constant weight or use of moisture meters; The testing may be performed in either system and reported in that system and the results converted to the other.

Current edition approved May 10, Where steel failures occur, only a minimum of three anchors per size shall be tested and the three test results averaged.

Ashm — 96 applied load, when calibrated in accordance with Practices E 4. Published on Nov View 1. The test system support shall be of sufficient size to prevent failure of the surrounding structural member. The enlarged diameter section of the hole is predrilled or enlarged by an expansion process during setting of the anchor.

If the document is revised or amended, you will be notified by email. The readings shall be obtained prior to reaching peak load. astmm

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Deutsche Akkreditierungsstelle GmbH Anlage zur The structural member will act as a beam if the spacing between reaction supports is greater than the thickness of the member.

Loadings include quasi-static, seismic, fatigue and shock. Plot the initial and 2-min readings of the measurement devices in the form of load-displacement curves.

The information provided herein on the specimens, instrumentation, and procedures makes the results intractable to calculation of meaningful values by statistical analysis for precision and bias at this time. If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below.

E — 96 FIG.

Astm e free download – Google Docs

The data records shall include a time record of the beginning and end of each increment of constant load. E — 96 concrete or masonry members shall be evaluated. DS or any other load for each test series as the arithmetic mean? Position the loading device in such a way that it is centered over the anchor to be tested.

ASTM E 488.pdf

We have no amendments or corrections for this standard. A superscript epsilon e indicates an editorial change since the last revision or reapproval.

asrm Product-specific evaluation and acceptance standards may add specific details and appropriate parameters as needed to accomplish the testing. Worn or deformed holes shall be repaired. Cast-in-place concrete, grout-set, and epoxy-set anchors are some examples of anchorage systems that require provisions for aging or curing.