ACI 349-85 PDF

The authors note that current design methods (ACI and concrete capacity design [CCD]) overpredicted the pullout capacity as governed by concrete. Get this from a library! Code requirements for nuclear safety related concrete structures: ACI and commentary, ACI R [American Concrete. Reduced stress area calculation for anchorages in shallow members using equation () (ACI , ): Ac = projected area for limited depth = (a + 2hef.

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American Concrete Institute P. BoxRedford Station, Detroit The E-mail Address es you entered is are not in a valid format. Variables included single anchors away from and close to the edge, anchor groups, tension loading, and shear loading.

Concrete cone failure – Wikipedia

Finding libraries that hold this item Please verify 34-985 you are not a robot. Write a review Rate this item: Structural connectors Wall anchors Concrete. The CCD method is more user-friendly for design. Anchors In Concrete Structures. Please enter recipient e-mail address es. Nuclear facilities — Design and construction — Standards — United States.


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The tension failure loads predicted by the CCD method fits experimental results over a wide range of embedment depth e. View all subjects More like this Similar Items.

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Concrete construction — Standards. Anchors ; Models Subject Areas: The name field is required.


Your rating has been recorded. Test results showed that pullout capacities of the anchors were not significantly affected by the addition of steel fibers into the concrete.

The use of anchors for attachments of structural members to concrete come in two general categories: Please enter the message. The comparison shows that the CCD method can accurately predict the concrete failure load of fastenings for the full range of investigated applications. Views Read Edit View history.

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