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  • effective embedment depth of anchor - Structural engineering general . . .
    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 Ca,max 1 5 or s 3, where Ca,max is edge distance and
  • Anchor Minimum Embedment Depth - Structural engineering . . . - Eng-Tips
    The IBC section 1911 (2009 edition) has a table for ASD that list a 1" anchor bolt with 7" embedment Like ztengguy, I would probably use 6" of embedment unless there was some other constraint Or, I would use the 7" embedment with 5 3 kip ASD shear capacity per the IBC rather than calculating capacity with ACI-318 appendix D
  • Minimum embedment length for anchor rods on a concrete pedestal . . .
    I believe you are designing the embedment wrong for pedestal 1 Develop the anchor and rebar, Ld 2 Check the pullout strength per ACI appendix D 3 Check sideface blowout but usually ignored if you meet minimum edge distance 4 Check Tension and Shear of Anchor Bolt Get a copy of Anchor Bolt Design for Petrochemical Facilities
  • Handrail Guardrail Embedment 2 - Eng-Tips
    I realize that there is some debate as to whether core drilling posts in concrete slabs or retaining walls is the ideal installation over other alternatives (base plates, cast-in-place sleeves such as EZ Sleeve, etc ), but in my experience embedment of steel, stainless, or aluminum (with coatings) posts in concrete with non-shrink grout is
  • #5 vertical rebar dowels post-installed with HIT HY 200 to develop . . .
    I am reviewing a sketch with a call-out of #5 grade 60 dowels @ 6" c c, with 5-5 8" embedment with HILTI HIT HY 200 resin 4000 psi concrete, assumed UNcracked, non-seismic, no edge distance effects I wish to get a quick confirmation of ultimate capacity using the HILTI tables (withOUT direct calc of Appendix D of ACI-318)
  • Dowel embedment length - Concrete Engineering general discussion | Eng-Tips
    When drilling and grouting rebar into existing concrete slab ( or wall, etc) to transfer shear only, I used ACI friction steel equation to determine the amount of rebar needed However, the Code seems vague about the necessary embedment to develop such shear capacity Anyone care to share how
  • 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
  • Hand Rail Post Embedment Depth - Foundation engineering
    I've been doing stair railing calcs lately (yeehaw) need to know how to calculate the embedment depth required for the steel posts in concrete slabs Often it's a thin concrete floor slab, 4" or so I've looked at PCI Design Handbook EQ 6 9 1, but I don't know if this is applicable to an unreinforced, or just S T slab
  • Embedment Extension of Piles into the Pile Cap. . . 2 - Eng-Tips
    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 supported bent, but here’s a pile bent standard used for continuous slab bridges in Ohio:
  • Concrete Engineering general discussion - Eng-Tips
    But if some contractor had a gun to my head, I would make him fully develop the bar in tension For ICBO Report ER-5193, I would require that the bond or concrete strength exceeds the allowable tension in Table 10 For 4000 psi concrete, it looks as if you're always in the highest embedment region





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