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ACI 355.3R

Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D

Organization:
ACI - American Concrete Institute
Year: 2011

Abstract: This appendix provides design requirements for anchors in concrete used to transmit structural loads by means of tension, shear, or a combination of tension and shear between (a) connected structural elements; or (b) safety-related attachments and structural elements. Safety levels specified are intended for in-service conditions, rather than for short-term handling and construction conditions.
This appendix applies to both cast-in anchors and post-installed anchors. Specialty inserts, through bolts, multiple anchors connected to a single steel plate at the embedded end of the anchors, adhesive or grouted anchors, and direct anchors such as powder or pneumatic actuated nails or bolts, are not included. Reinforcement used as part of the embedment shall be designed in accordance with other parts of this code.
Headed studs and headed bolts having a geometry that has been demonstrated to result in a pullout strength in uncracked concrete equal or exceeding 1.4Np (where Np is given by Eq. (D-15)) are included. Hooked bolts that have a geometry that has been demonstrated to result in a pullout strength
URI: http://yse.yabesh.ir/std;query=autho47037D83081D20686159DD6E273C9FCD0Fa/handle/yse/227981
Subject: anchorage
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    ACI 355.3R

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T18:46:46Z
date available2017-09-04T18:46:46Z
date copyright05/01/2011
date issued2011
identifier otherKKHOMEAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho47037D83081D20686159DD6E273C9FCD0Fa/handle/yse/227981
description abstractThis appendix provides design requirements for anchors in concrete used to transmit structural loads by means of tension, shear, or a combination of tension and shear between (a) connected structural elements; or (b) safety-related attachments and structural elements. Safety levels specified are intended for in-service conditions, rather than for short-term handling and construction conditions.
This appendix applies to both cast-in anchors and post-installed anchors. Specialty inserts, through bolts, multiple anchors connected to a single steel plate at the embedded end of the anchors, adhesive or grouted anchors, and direct anchors such as powder or pneumatic actuated nails or bolts, are not included. Reinforcement used as part of the embedment shall be designed in accordance with other parts of this code.
Headed studs and headed bolts having a geometry that has been demonstrated to result in a pullout strength in uncracked concrete equal or exceeding 1.4Np (where Np is given by Eq. (D-15)) are included. Hooked bolts that have a geometry that has been demonstrated to result in a pullout strength
languageEnglish
titleACI 355.3Rnum
titleGuide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix Den
typestandard
page128
statusActive
treeACI - American Concrete Institute:;2011
contenttypefulltext
subject keywordsanchorage
subject keywordscombined tension and shear
subject keywordsdesign examples
subject keywordseccentric shear
subject keywordsembedded bolts
subject keywordsheaded-stud anchors
subject keywordspost-installed anchors
subject keywordsshear
subject keywordstension
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