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Design of Anchors Close to an Edge under Shear Loading

Engineering Approach for consideration of load direction

Author(s):

Medium: journal article
Language(s): English
Published in: Beton- und Stahlbetonbau, , v. 102
Page(s): 7-16
DOI: 10.1002/best.200710100
Abstract:

An universally valid proposal is made for the design of anchors close to an edge under shear loads for concrete edge failure. The angle of the shear load is taken into account during determination of the load distribution on each anchor of a group. Thus the model may be used for applications without and with hole clearance and for shear loads as well as for torsion moments.

Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.200710100.
  • About this
    data sheet
  • Reference-ID
    10030616
  • Published on:
    04/03/2008
  • Last updated on:
    30/09/2018
 
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