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  • effective embedment depth of anchor - Eng-Tips
    In ACI 318-14 chapter 17 effective embedment depth (hef)is used in equations to determine concrete breakout strength for a single anchor in tension, and for anchor groups 17 4 2 3 says Where anchors are less than 1 5 x hef from three or more edges the value of hef is reduced to the larger of
  • Difference between development and embedment | Eng-Tips
    I have a question regarding the difference between development and embedment I'm not sure I'm understanding the difference between the two From ACI 530-08 2 1 9 3 (Development of bars in tension) and 2 1 9 4 (embedment of flexural reinforcement) What exactly is the difference? Let's say I have a beam with max moment at the center
  • Effective embedment length for partially debonded anchor bolt
    I am reviewing a proposed connection for a tower foundation that has the detail shown in the sketch below The contractor wants to use corrosion protection tape at the top portion of the anchor bolt They did not provide any info on the tape, and from the manufacturer's website I can see it is
  • Minimum embedment length for anchor rods on a concrete pedestal?
    I'm designing the anchor rods on a concrete pedestal for tension and shear usnig the Design Guides for AISC 01 My result is to use 4 anchors of 1-3 4" of diameter and with that configuration I can manage all the minimal distances on my base plate and pedestal However i've been searching for a minimum embedment length for those anchors and can't find any
  • Post embedment into concrete pier | Eng-Tips
    I am designing a sport netting structure (post and pier) just wondering what formula or rule of thumbs are out there for required embedment of the post into the pier in order to ensure the post acts as a fixed connection into the pier? pier is 450mm dia and 3 5m deep post is 219X6 8 CHS
  • Thread embedment required for bolt in tension - Eng-Tips
    Hi all, A simple question that I have never really thought about, but if you have a bolt in tension are there any checks as far as the threads are concerned? Is there a codeified minimum number of threads (or length) to engage before getting full capacity of the bolt in tension? Is it just to
  • Handrail Guardrail Embedment | Eng-Tips
    I've searched the several threads on this topic but haven't came to a clear understanding of the design of the embedment of handrail guardrail in concrete I realize that there is some debate as to whether core drilling posts in concrete slabs or retaining walls is the ideal installation over
  • Embedment Extension of Piles into the Pile Cap. . . | Eng-Tips
    My experience with piles is all in bridge design and the embedment depth I use is typically the min required by the governing DOT specs For pile caps I’ve seen 1’ to 1 5’ min embedment when more than one row of piles is used and 2’ to 2 5’ min embedment when a single row of piles is used (this is in Michigan and Ohio where we have no seismic concerns) I haven’t designed a pile
  • embedment depth of posts - Eng-Tips
    I am required to show calculations of the embedment depth of posts on an aluminum fence 6' tall There are two conditions: 1 the posts are anchored on a 6" slab on grade, I proposed 4" anchorage depths on non-shrinking grout 2 The posts are anchored on a compacted sandy soil, I
  • Post embedment - Eng-Tips
    I have a question on post embedment in a concrete drilled shaft caisson I am doing a soundwall design where the soundwall posts are prestressed concrete in the shape of an "I" The panels are also prestressed concrete We are trying to calculate how far to embed the soundwall posts into the





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