A minimum of data points per instrument shall be obtained and recorded for each individual test. The readings shall be obtained prior to reaching peak load. The components of the test? This weight is secured to the structural member by the anchor see Fig. The structural member shall be at least 1. Signicance and Use 4. The overall size of the test specimen shall only be reduced when the minimum requirements in 6.
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You can download and open this file to your own computer but Astm e488 prevents awtm this file on another computer, including a networked server. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. Link to Active This link will always route to the current Active version of the standard. The testing may be performed in either system and reported in that system and the results converted to the other.
ASTM E / EM – 10 Standard Test Methods for Strength of Anchors in Concrete Elements
Users of this standard are expressly advised that determination of the validity of any such patent rights, and astm e488 risk of infringement of such rights, are entirely their own responsibility.
Please first verify your email before subscribing astk alerts. You can download and open this file to your own computer but DRM prevents opening this file on another computer, including a networked server.
Please first log in with a verified email before subscribing to alerts. The structural member will act as a beam if the spacing between reaction supports is greater than the thickness of the member. The distances in Table 2 are not intended for design of attachments. Subscription pricing is determined by: ASTM E A reaction bridge is not required along the edge of the structural member astm e488 f488 edge distance is larger than 4 hef in all directions.
Standards Subsctiption may be the perfect solution. Precision and Bias Only those tests required by the specifying authority need to be performed. The edges of asm shear loading xture shall be astm e488 or have a radius to prevent digging aatm of the loading plate.
Some anchorage systems require deformation to become effective. We have no amendments or corrections for this standard. E488 96 astm e488. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
The amount of torque or pretension applied to the anchor by the attaching nut or locking device shall be uniform for each series of tests. The materials used include epoxy, cementitious material, polyester resin, and other similar types.
Product-specific evaluation and acceptance standards may add specific details and appropriate parameters as needed to accomplish the testing.
Only wstm tests required by the specifying authority need to be performed.
ASTM E 488.pdf
Standards Subsctiption may be the perfect solution. Place the loading plate-rod assembly onto the structural member and secure it in place with the appropriate nut or other locking device typically used for the particular anchor installation to be tested. 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.
Astm A – A Last previous edition approved in as E These test methods provide basic testing procedures for use with astm e488 evaluation and acceptance standards and are intended to be performed in a testing laboratory. astm e488
Include components of deformation astm e488 as elastic elongation of the loading rod anchor stem, deformation of the loading plate, sleeves, shims, attachment hardware, and local structural member material.
The choice of the controlled conditions shall simulate the conditions under which the anchors will be used. The load and displacement measuring devices shall be capable of providing data points at least once per second astm e488 order to produce continuous load versus displacement curves. The components of the test? Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
The enlarged diameter section of the e488 is predrilled or enlarged by an expansion process during setting of the anchor.