High-density racking systems

Most cantilever rack is sold from a catalogue page that quotes a bay price and says nothing about arm capacity, upright spacing or deflection. Those three numbers decide whether the run holds your material for twenty years or bows in the first season.

500–2,000 lb

Typical rated capacity per arm on standard-duty systems

3–6 ft

Usual arm spacing along a run, set by the load's stiffness

5 ft 9 in

Beam height above which California jurisdictions require a permit

Rated capacities vary by manufacturer and arm length; permit thresholds per the 2022 California Building Code.

Last updated

The short version

  • 01

    Three capacities, not one — Every cantilever system has an arm rating, an upright (column) rating and a total bay rating. The lowest one governs, and the arm rating is always quoted at a specific arm length.

  • 02

    Arm length beats arm count — Doubling arm length does not halve capacity in a straight line — the bending moment at the arm-to-column connection grows with the load’s distance from the column.

  • 03

    Spacing is set by the load, not the rack — Arms every 3 to 6 feet is the usual answer, but a limp bundle of PVC needs closer spacing than 20-foot structural tube.

  • 04

    Structural for abuse, roll-formed for budget — Bolted structural steel takes forklift contact and repairs cleanly. Roll-formed is lighter, cheaper and faster to reconfigure.

  • 05

    Height drives the paperwork in California — Above 5 ft 9 in you are into a permit and seismic anchorage; above 8 ft you are into stamped structural calculations.

What Cantilever Racking Is For: Long, Awkward, Non-Palletized Loads

Cantilever racking stores long, heavy, non-palletized material — lumber, pipe, tube, bar stock, sheet goods, moulding, furniture — on horizontal arms bolted to free-standing columns. Because there is no front column in the way, a forklift can set a 24-foot bundle across four arms in a single motion and pull it back out the same way.

That open front is the entire point. Selective pallet rack has an upright every 8 to 12 feet, and anything longer than the bay either overhangs into the aisle or gets cut. Cantilever removes the obstruction and lets the load length set the run length. If you are still deciding between systems, our overview of the types of pallet racks for warehouse storage covers where selective, drive-in and push-back each earn their floor space.

The trade is density. Cantilever gives up cubic efficiency compared with a well-designed pallet run, so it belongs where the material genuinely cannot be palletized — not as a default.

Definition

Cantilever rack — A storage structure in which horizontal load arms project from one side (single-sided) or both sides (double-sided) of a vertical column, with no front post obstructing the load. Load is transferred through the arm into the column and down into the base, which resists the overturning moment.

Anatomy: Base, Upright, Arms and Braces

Base
The horizontal foot the column sits on. Base depth must exceed the arm length — usually by 15 to 30 percent — because the base is what stops the tower from tipping forward under load.
Upright (column)
The vertical member. Its rated capacity is the sum of all arms on one side, and it drops as the top arm gets further from the floor.
Arms
The load-bearing cantilevers. Straight arms suit rigid loads; inclined arms (typically 5 to 10 degrees) keep round stock from rolling off.
Braces
Horizontal and diagonal members tying columns into a rigid run. A single unbraced tower is not a system — it is a hazard.
Arm stops / lips
Bolt-on end stops that prevent forward roll-off. Nearly always worth the small cost on pipe, tube and conduit.

Quote requests fail most often on base depth. A buyer picks 48-inch arms to hold a 4-foot-deep load, gets a 48-inch base, and then discovers the run needs floor anchors it was not planning to install because the overturning moment is right at the edge of what the base can resist unanchored.

Arm Capacity, Upright Spacing and Load Deflection

500–2,000 lb

Rated capacity per arm, standard-duty systems

Manufacturer published ranges

3,400+ lb

Per-arm capacity on heavy-duty structural configurations

Manufacturer published ranges

3–6 ft

Typical centre-to-centre arm spacing along a run

Industry practice

≥ load depth

Minimum arm length — the arm must carry the full depth of the material

Industry practice

Read a capacity table carefully. Published arm ratings such as “1,500 lb per arm” are stated at a specific arm length, and the same arm profile at 60 inches will be rated well below its 36-inch figure. The reason is bending moment: the load’s distance from the column multiplies the force the arm-to-column connection has to carry, so an off-centre load can overload an end arm even when the bay total looks safe.

Then apply the three-capacity rule. Arm capacity times the number of arms gives you a theoretical column load, but the upright has its own rating and the whole bay has a third. Whichever is lowest is your real number. Cantilever systems are designed to ANSI MH16.3 — the Rack Manufacturers Institute specification written specifically for cantilevered racks, separate from MH16.1 which covers pallet rack. If a supplier cannot tell you which specification their arms are designed and tested to, that is the answer to your next question. Where the SKUs are cases rather than long stock, the sizing exercise moves to lane depth and pitch instead of arm capacity, and carton flow rack pick rates are what the layout gets judged on.

Spacing follows the load, not the catalogue. Twenty-foot structural tube is stiff enough to span arms at 6-foot centres. The same 20 feet of vinyl trim or thin-wall conduit will sag between them and take a permanent set, so it wants arms at 3 to 4 feet. A useful field check: load one bay, sight down the material, and if you can see daylight bowing between arms, add an upright rather than de-rate the load.

Step 01Measure the real load, not the nominal one
Weigh a full bundle wet and banded, including dunnage. Record its length, its depth and how far it will overhang the end arm.
Step 02Set arm length from load depth
The arm must support the full depth of the material. Round up to the next standard arm length rather than letting material overhang the tip.
Step 03Set arm spacing from load stiffness
Rigid steel: 5 to 6 feet. Mixed lumber: 4 feet. Limp plastic, thin-wall tube or trim: 3 feet. Then confirm the total arms per side against the upright rating.
Step 04Set arm level spacing from what the forklift needs
Leave the load height plus the fork carriage clearance plus a few inches of error. Arm levels are cheap to add on day one and expensive to move once the run is loaded.
Step 05Check base depth and anchoring last
Base depth exceeds arm length. Then confirm with the supplier whether the run is designed anchored or unanchored — in seismic California it will almost always be anchored.

Known limits

Where cantilever runs get people into trouble

  • hard

    An off-centre or end-overhanging load can overload a single arm while the bay total still looks compliant.

    Mark the intended load position on each arm level and train to it.

  • hard

    Arm ratings are quoted at one arm length. Substituting longer arms on the same columns silently de-rates the system.

    Re-request the capacity table any time arm length changes.

  • soft

    Deflection is not the same as failure, but a permanently bowed arm has yielded and no longer carries its rated load.

    Replace deflected arms; do not straighten and reuse them.

  • info

    Cantilever gives up cubic density against a well-planned pallet run.

    Use it only for material that genuinely cannot be palletized.

Structural vs Roll-Formed

Two ways to build the same run

Structural (hot-rolled, bolted)

  • Heavier sections, bolted connections
  • Takes forklift contact without folding
  • Individual members can be unbolted and replaced
  • Higher per-bay cost, longer lead time
  • The default for steel service centres, pipe yards and outdoor runs

Roll-formed (cold-formed)

  • Lighter gauge, often keyed or pinned arms
  • Faster to install and to reconfigure arm levels
  • Cheaper per bay and widely stocked
  • Less tolerant of impact — a hit tends to crease the section
  • Suits indoor lumber, moulding, furniture and lighter distribution work

The decision is usually made by traffic, not by load. A run that sits in a low-traffic bay of a climate-controlled building can be roll-formed at a real saving. A run in the main aisle of a steel yard, where a forklift will eventually clip a column, should be structural — the same logic we walked through for structural versus roll-formed pallet racks, and it holds here with more force because a cantilever column carries an eccentric load and has less redundancy to give.

Single-Sided vs Double-Sided and Aisle Planning

Single-sided runs go against a wall. Double-sided runs stand in open floor and share one column line between two faces, which roughly halves the steel cost per arm and is almost always the better buy when you have the floor for it.

What decides the layout is the truck, not the rack. A counterbalance lift needs enough aisle to square up to a 20-foot load and back out with it — that is a different number from the right-angle stack aisle on its spec sheet, because the load is now longer than the truck. Work the geometry before you order steel; our breakdown of forklift dimensions and aisle width gives the working figures by lift class.

One practical rule for long stock: plan the aisle at the load length plus the truck’s turning radius plus a safety margin, then walk it with tape on the floor before the racking arrives. Retrofitting an aisle after a double-sided run is anchored is an expensive lesson.

Seismic Anchoring and Permits in California

California treats storage racks as structures, and the trigger is the height of the topmost load position. The thresholds are consistent across jurisdictions because they come out of the California Building Code and ASCE 7 — the City of Fresno’s storage rack submittal requirements set them out in the form most Central Valley plan checkers use.

01 · Under 5 ft 9 in

No permit, if unanchored

A layout plan is expected, but no building permit, no seismic anchorage and no structural calculations. Anchor it to the slab and you have moved yourself into the next tier.

02 · 5 ft 9 in to 8 ft

Permit and anchorage

Building permit required, layout plan required, seismic anchorage required. Structural plans and calculations are generally not required at this height.

03 · Over 8 ft

Permit, anchorage and stamped calculations

Everything above, plus structural plans and calculations. Budget engineering time and plan-check turnaround into the project schedule, not just the steel.

Two details catch buyers out. The first is that the measurement is to the topmost load position, not to the top of the column — so leaving a spare arm level up high costs you a permit tier whether you load it or not. The second is that anchoring is what converts a low rack from exempt to permitted, which is a genuinely counterintuitive rule the first time you meet it. We covered the plan-check process end to end in our guide to warehouse racking permits in California, including what a plan set actually has to show.

None of this is a reason to build short. It is a reason to decide the height before you decide the budget, because the paperwork tier is not a line item you can value-engineer out later.

Before the first load goes on

Post the load chart at the end of every run, in pounds per arm and per bay. OSHA does not publish a cantilever-specific rack standard, so an unlabelled run leaves your operators guessing and leaves you without the documentation an inspector will ask for.

Frequently Asked Questions

QWhat is cantilever racking used for?
Long, heavy or awkward material that will not sit on a pallet — lumber, pipe, tube, bar stock, sheet goods, moulding, plate, furniture and boat or vehicle components. The open front lets a forklift place a load longer than any single bay.
QHow much weight can one cantilever arm hold?
Standard-duty arms are commonly rated 500 to 2,000 lb each, and heavy-duty structural configurations run past 3,400 lb per arm. Every rating is quoted at a specific arm length — the same arm at a longer projection carries less.
QStructural vs roll-formed cantilever rack — which do I need?
QHow far apart should cantilever uprights be for 20-foot lumber?
For rigid dimensional lumber, arms at 4 to 5 foot centres will typically carry a 20-foot load without visible sag. Softer or thin-wall material wants 3 to 4 feet. Load one bay and sight down it before committing to the whole run.
QDo cantilever racks need to be bolted to the floor?
In California, yes for anything above 5 ft 9 in to the top load position, and in practice for almost every commercial run because of seismic design requirements. Below that height an unanchored rack can be exempt from permitting — but anchoring it is what triggers the permit.
QSingle-sided or double-sided — how do I choose?
If a wall is available, single-sided uses it for free. On open floor, double-sided shares one column line between two faces and costs meaningfully less per arm, so it wins unless aisle geometry rules it out.

Cite this article

Total Industries (2026). Cantilever Racking: Arm Capacities, Sizing and What It Stores Best. Total Industries.

Racking design and permitting

Get the run sized before you price the steel

Send us the material, the load weights and the ceiling height. We will come back with arm and upright capacities, a layout, and a straight answer on which permit tier you are in.