ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.

Abbreviation
ETAG 001 Annex E (2013)
Valid from
1/04/2013

Information provider
European Organisation for Technical Approvals,
Author
European Organisation for Technical Approvals
Information type
Technical guidance,
Format
PDF,


Description

This Guideline covers applications where the concrete members in which the anchors are embedded are subject to static or quasi-static actions as well as to seismic actions (see Annex E).

Annex E gives the preconditions, assumptions, required tests and assessment for metal anchors under seismic actions.

The tests in this annex are intended to evaluate the performance of anchors under simulated seismic tension and shear loading, including the effects of cracks, and under simulated seismic crack cycling conditions.

Scope

This annex covers metal anchors for use in concrete under seismic actions. The assessment of metal anchors under seismic actions (ETAG 001 Annex E) is optional.

The annex deals with the preconditions,
assumptions, required tests and assessment for metal anchors under seismic actions. Anchors qualified for
multiple use for non-structural applications according to ETAG 001, Part 6 are not covered by this document.

This annex does not address the use of anchors under fatigue loads and/or impact loads.

For assistance with locating previous versions, please contact the information provider.
Download this resource (PDF, 498KB)
For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.

This document is CITED BY:

ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.

Description

This Guideline covers applications where the concrete members in which the anchors are embedded are subject to static or quasi-static actions as well as to seismic actions (see Annex E).

Annex E gives the preconditions, assumptions, required tests and assessment for metal anchors under seismic actions.

The tests in this annex are intended to evaluate the performance of anchors under simulated seismic tension and shear loading, including the effects of cracks, and under simulated seismic crack cycling conditions.

Download this resource (PDF, 498KB)
ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.
Description

This Guideline covers applications where the concrete members in which the anchors are embedded are subject to static or quasi-static actions as well as to seismic actions (see Annex E).

Annex E gives the preconditions, assumptions, required tests and assessment for metal anchors under seismic actions.

The tests in this annex are intended to evaluate the performance of anchors under simulated seismic tension and shear loading, including the effects of cracks, and under simulated seismic crack cycling conditions.

Download this resource (PDF, 498KB)
This resource does not cite any other resources.

ETAG 001 Annex E (2013) - Assessment of Metal Anchors for Use in Concrete under Seismic Actions.

This resource does not CITE any other resources.
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