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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Anchors In Concrete Structures. Reviews User-contributed reviews Add a review and share your thoughts with other readers.
The use of post-installed anchors allows greater flexibility in planning, design, and strengthening of concrete structures. Advanced Search Find a Library. University Of Texas Austin. Please enter the message. American Concrete Institute P.
Cai user-friendly, highly transparent model for the design of post-installed steel anchors or cast-in-place headed studs or bolts, termed the concrete capacity design CCD approach, is presented.
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A total of 57 anchors 39 adhesive and 18 grouted anchors were tested under monotonic tension loading. Figures; Photos; References; Tables; Pagination: You may have already requested this item. Feb 16 Cancel Forgot your password? Views Read Edit View history. Write a review Rate this item: The E-mail Address es field is required.
The authors note that current design methods ACI and concrete capacity design [CCD] overpredicted the pullout capacity as governed by concrete failure. The ultimate capacity of the anchors generally increased with increasing concrete strength. BoxRedford Station, Detroit “.
Concrete cone failure – Wikipedia
Please re-enter recipient e-mail address es. With the addition of steel fibers, however, the damage on concrete was significantly reduced. The name field is required. Structural connectors Wall anchors Concrete. The use aaci anchors for attachments of structural members to concrete come in two general categories: Don’t have an account?
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Concrete cone failure
English View all editions and formats. A data bank including approximately 1, European and American tests was evaluated. The E-mail Address es you entered is are not in a valid format. However, formatting rules can vary widely between applications and fields of interest or study.
A constant distribution of tensile stresses is then assumed. Based on this, the CCD method is recommended as the basis for the design of fastenings. The E-mail message field is required. Anchor tests ending with concrete acci resulted in severe damage on plain concrete. You may send this item to up to five recipients. Mar 17 Acu authors tested 12 and 16 mm-diameter adhesive anchors at embedment depths ranging from 40 to mm.
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