Concrete anchors have always been a mainstay of commercial
and industrial construction. But for residential contractors
who aren’t always handed a set of plans from a specifier,
choosing the right fastener can be a challenge. To make that
selection easier, this article describes how different anchors
work and which applications each type fits best.
Performance Data
The first step in choosing a structural anchor is making sure
it's strong enough to support the loads it must bear. All
anchor manufacturers publish design values based on testing in
concrete and masonry.
While most structural connections require engineering, there
are many applications that don’t typically fall under an
engineer's scrutiny yet still deserve a "structural" anchor.
For example, anchors that hold siding to concrete walls or
sleepers to slabs are subject to periodic changes in humidity
and temperature that can affect holding power. Similarly,
anchors for door and window jambs are subject to twisting,
low-level vibrations, and shock loads. Before selecting any
concrete anchor, it’s vital that you understand how a
particular anchor responds, not just to immediate structural
loads, but also to long-term use and conditions. Unlike wood,
concrete is unforgiving, so a failing anchor won’t just
creep or sag. Usually, when a concrete connector fails, it
fails completely.
Tension and shear. All anchor catalogs list
ultimate values (in pounds) for an anchor’s resistance to
tension and shear, the two primary loads that will be applied
to the fastener.
The ultimate tension load gives a measure of the
anchor’s pullout strength, which depends not just on the
strength of the anchor material and the strength of bond, but
also on the strength of the concrete or masonry. Ultimate shear
loads give a measure of an anchor’s resistance to forces
across the face of the concrete or masonry — a force
threatening to tear the anchor, and to crush the bearing
material around the anchor.
Base material. To make use of these
performance values, you need to know the strength of the
concrete. In new construction, you can go by the compressive
strength of the mix design, provided you’re confident in
the abilities of your foundation sub and ready-mix supplier.
For important structural connections in existing base
materials, you will need to take a core sample and perform an
impact test. In less critical installations, you can
investigate the base material with a three-pound sledge and a
masonry nail. The condition of brick and block varies widely,
but with experience you can learn a lot about how well the
anchor will respond in a particular substrate. A hammer blow
will hardly show on the surface of 4,000-psi concrete, whereas
the nail will be relatively easy to sink in concrete less than
2,000 psi. Poorer base materials will crumble or spall with
each blow.
Embedment depth. Performance values for
anchors are always listed for different embedment depths. This
should not be confused with the length of the anchor. Anchors
are almost always longer to account for the thickness of the
fixture you are attaching.
Ultimate vs. allowable working loads. The
ultimate load, however, does not reflect the fastener’s
performance in actual use. To find the allowable working load,
you have to reduce the ultimate value by a safety factor to
account for imperfect field installations and real-world
concrete and mortar conditions. Industry standards call for a
4:1 reduction (in other words, 1/4 of the ultimate value) for
the static loads found in most residential framing connections.
The exception is powder-actuated fasteners (PAFs), where a
larger reduction of 8:1 for static loads is required to account
for imperfect use. For dynamic loads, such as shear wall
loading or impact and vibration loads encountered in industrial
applications, a reduction of 8:1 or more is common.
In engineered applications, the designer may also make other
reductions. For example, when anchors are embedded in a
vertical surface, tension and shear forces combine, so the
anchor must be stronger. Similarly, if the load is applied at a
distance from the concrete surface, it imposes a bending load
on the fastener as well. In addition to requiring a stronger
anchor, this bending load may affect the substrate,
particularly masonry, which is more likely than concrete to
spall at the surface.
Edge distance and spacing. With concrete
anchors, more is not always better. Every anchor stresses the
concrete around it, whether the anchor is driven or predrilled
and tightened down. The size of this "stress zone" varies by
size and type of anchor. If you crowd too many anchors
together, these stress zones will overlap and the concrete may
fail (see illustration).

To avoid overstressing the base material, pay strict
attention to anchor placement. Manufacturers specify a minimum
spacing between anchors to prevent stress areas from
overlapping (top left), minimum distance from edges to prevent
blowing out the slab (bottom), and a minimum slab thickness to
prevent cracking (top right).
Similarly, if an anchor is installed too close to the free
edge of a slab or wall, it may not have enough solid material
around it to support the loads. To prevent these types of
failures, pay attention to the minimum edge and spacing
distances for the anchor you plan to use.
The Cost of Callbacks
Performance data may help you compare the relative strengths of
various fasteners, but they won’t account for the
installation time involved. With high labor costs, ease of
installation is almost always more important than the cost of
the fastener. In general, the easier an anchor is to install,
the higher the purchase price.
The Right Anchor for the Job
|
Application | Anchor |
Sill to foundation | |
Bearing wall
| Sleeve, wedge, or epoxy |
Partition wall
| PAF or hammer-in |
Floor sleepers | PAF or hammer-in (no shims) |
| Sleeve or wedge (with shims) |
Strapping for siding or drywall | PAF or hammer-in |
Stair stringer | |
Poured concrete
| PAF or hammer-in |
Masonry
| Sleeve or nylon |
Handrail to concrete | Nylon or sleeve |
Jamb in concrete or block opening | PAF or nylon |
Ledger | |
Poured foundation
| Wedge |
Masonry
| Adhesive w/ screen insert |
Steel column to slab | Wedge or adhesive |
Rebar dowel connection | Epoxy |
Anchor selection is based not only on loads, but also
on ease of installation. For example, nylon anchors
will often hold furring for drywall or siding to
concrete, and may be a good choice if you only have a
small portion of the foundation to cover. But if you
have an extensive area to cover, it’s usually
worth the time and additional cost to send a helper
across town to rent a powder-actuated tool. |
But the cost of a concrete anchor must be weighed against
its reliability. A single callback can rapidly erase any cost
difference between anchors. To make a cost-effective choice,
contractors need to have a general understanding of how
different anchors are installed and how different anchor
materials respond to long-term conditions. Changes in moisture
levels can have profound effects on connections over time,
particularly those made with plastic anchors. Temperature
variations can cause the fastener, fixture, and base material
to move at different rates, which exerts additional loads. And
vibration — even low-level, periodic vibration from
operating doors and windows, for example, or using fixtures
— can rattle an anchor loose, particularly if the
material is already failing due to environmental
conditions.