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Whether the anchor comes at a fixed length or is cut from stock rod on site.
The distinction decides whether the anchor length constrains you. A wedge or screw anchor arrives at a length the catalogue fixed, so it either reaches the embedment or it does not. A threaded rod is cut, so the question turns around: the calculator reports the length to cut rather than a shortfall.
The embedment the design calls for, measured from the concrete surface.
This is the value the capacity was taken at — change it and every published tension and shear figure for the anchor changes with it. Take it from the design, then confirm the evaluation report actually lists that embedment for the diameter you are installing; interpolating between tabulated embedments is not permitted.
The extra depth the evaluation report asks for beyond the embedment itself.
Mechanical anchors need a hole deeper than the embedment so cuttings can fall clear of the tip and the anchor can be driven fully home; the report tabulates this as a minimum hole depth against each embedment. For adhesive anchors the hole is normally drilled to the embedment and no deeper, because the adhesive volume is set by it — enter zero in that case.
The overall length of the anchor or rod you have, tip to head.
The catalogue length is the whole piece of steel, and none of it is embedment until the fixture and the nut have taken their share. This is exactly where anchors get set short: the length reads generously against the embedment and then loses a third of itself to a base plate nobody subtracted.
The combined thickness of everything the anchor passes through before the concrete.
Add up the whole stack: base plate, shim pack, levelling grout, sole plate, any packing. Grout under a base plate is the item most often left out, and it is often thicker than the plate above it.
What has to stand above the fixture: washer, nut, and thread run-out past it.
A washer and a hex nut together take up most of the anchor diameter again, and torque-controlled anchors need thread showing above the nut after setting so the wedges can draw up. Leaving nothing to project is how an anchor ends up unable to reach torque.
Required drilled hole depth
3.34 in
The anchor entered leaves 3.36 in of embedment, which covers the 2.75 in required. Drill and clean the hole to the depth above, not to the anchor. Hole depth, diameter and cleaning regime are all part of the qualification — an uncleaned hole in an adhesive anchor loses a large fraction of its bond, and no arithmetic here recovers it.
- Embedment available from the anchor entered
- 3.36 in
- Anchor length needed for this embedment
- 3.89 in
- Shortfall against the required embedment
- 0 in
- Drilled depth beyond the embedment
- 0.59 in
They open the calculator with your figures already in it
Post-Installed Concrete Anchor Drill Depth Calculator: 3.34 in — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
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How this was calculated
Formula source(s)
- ACI 355.2 (qualification of post-installed mechanical anchors) and ACI 355.4 (qualification of adhesive anchors): an anchor's published capacity belongs to one qualified embedment and one installation procedure, both stated in the product's ICC-ES evaluation report
- ACI 318 Chapter 17 requires post-installed anchors to be installed in accordance with the manufacturer's printed installation instructions (MPII), which give the minimum hole depth for each anchor diameter and embedment
- Arithmetic only: hole depth = effective embedment + the additional depth the evaluation report specifies; embedment available = anchor length − fixture thickness − the nut, washer and thread projection above it
Inputs used
- Anchor Supply Form
- Supplied at a fixed length (wedge, sleeve or screw anchor)
- Required Effective Embedment
- 2.75 in
- Additional Hole Depth Beyond the Embedment
- 0.59 in
- Nominal Anchor or Rod Length
- 4.5 in
- Fixture and Plate Thickness
- 0.39 in
- Nut, Washer and Thread Projection
- 0.75 in
Intermediate steps
- Embedment available from the anchor entered
- 3.36 in
- Anchor length needed for this embedment
- 3.89 in
- Shortfall against the required embedment
- 0 in
- Drilled depth beyond the embedment
- 0.59 in
Confidence note: The anchor entered leaves 3.36 in of embedment, which covers the 2.75 in required. Drill and clean the hole to the depth above, not to the anchor. Hole depth, diameter and cleaning regime are all part of the qualification — an uncleaned hole in an adhesive anchor loses a large fraction of its bond, and no arithmetic here recovers it.
What this calculation does not cover
- Does not check capacity. Whether the embedment is adequate for the load is an ACI 318 Chapter 17 calculation involving concrete breakout, pryout, edge distance, spacing and whether the concrete is cracked.
- Does not check that the base material is thick enough. Most reports set a minimum member thickness well above the hole depth, and drilling through a slab is a different problem entirely.
Add the equipment this sizes
This result is a specification — 3.34 in — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.
Sources checked 2026-08-30 · in the site-wide review of 2026-09-06 · v1.0.0
Regulatory standards & verification citations3
- ACI 355.2 (qualification of post-installed mechanical anchors) and ACI 355.4 (qualification of adhesive anchors): an anchor's published capacity belongs to one qualified embedment and one installation procedure, both stated in the product's ICC-ES evaluation report
- ACI 318 Chapter 17 requires post-installed anchors to be installed in accordance with the manufacturer's printed installation instructions (MPII), which give the minimum hole depth for each anchor diameter and embedment
- Arithmetic only: hole depth = effective embedment + the additional depth the evaluation report specifies; embedment available = anchor length − fixture thickness − the nut, washer and thread projection above it
Which documents these citations point at
Standards referenced: ACI 355.2, ACI 355.4, ACI 318 (American Concrete Institute, United States).
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