Please use this identifier to cite or link to this item: 192.168.6.56/handle/123456789/39923
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dc.contributor.editorB. Abhat, Omesh-
dc.date.accessioned2019-02-04T07:04:47Z-
dc.date.available2019-02-04T07:04:47Z-
dc.date.issued2007-
dc.identifier.isbn978-0-87031-263-2-
dc.identifier.urihttp://10.6.20.12:80/handle/123456789/39923-
dc.descriptionThis report was prepared by the members of the ACI 349 Subcommittee on Steel Embedments to provide examples of the application of ACI 349 to the design of steel embedments. The first edition of this report, published in 1997, was based on ACI 349-97 that used the 45-degree cone breakout model for determining the concrete breakout strength. The 2001 edition of the Code* marked a major departure from the previous editions with the adoption of the concrete capacity design (CCD) method. The model for the concrete breakout strength used in the CCD method is a breakout prism having an angle of approximately 35 degrees.en_us
dc.language.isoenen_US
dc.publisherAmerican Concrete Instituteen_US
dc.subjectEmbedment Design Examplesen_US
dc.titleGuide to the Concrete Capacity Design (CCD) Method— Embedment Design Examplesen_US
dc.typeBooken_US
Appears in Collections:Building Construction

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