13.1 Rigging Hitches: Vertical, Choker, and Basket Hitches

Key Takeaways

  • A vertical hitch connects a single sling leg directly from the crane hook to the load, supporting 100% of the sling's rated working load limit (WLL), but requires strict center-of-gravity alignment and taglines to prevent uncontrolled spin.
  • A standard choker hitch wraps around the load and threads through its own eye, rated at 75% to 80% of vertical capacity when the choke angle is 120 degrees or greater; angles below 120 degrees require severe derating down to 36% for angles under 30 degrees.
  • Hammering or forcing a sliding choker eye or hook down toward the load is strictly prohibited because it pinches sling fibers, damages wire rope, and induces localized stress concentrations that drastically reduce capacity.
  • A true vertical basket hitch supports 200% (double) the sling's single-leg vertical rating when both legs are completely parallel (90 degrees to horizontal); spreading the legs outward induces sling angle stress that reduces hitch capacity.
  • Double-wrap choker and basket hitches provide full 360-degree radial contact and continuous compression, preventing slick pipes, conduit, or structural tubing from sliding out of loose bundles during hoisting.
Last updated: September 2026

13.1 Rigging Hitches: Vertical, Choker, and Basket Hitches

In heavy construction and industrial maintenance, selecting the appropriate rigging hardware is only half the equation. How a sling is attached to the load—the rigging hitch—fundamentally dictates the mechanical capacity of the rigging assembly, its structural stability in transit, and the safety of personnel on the ground. Under ASME B30.9 (Slings) and OSHA 29 CFR 1926.251 (Rigging Equipment for Material Handling), every sling possesses specific rated capacities based on three primary hitch configurations: vertical, choker, and basket.

A common and dangerous misconception among untrained workers is assuming that a sling rated for 10,000 pounds can hoist a 10,000-pound load in any configuration. In reality, hitch geometry alters the mechanical stress distribution within the sling fibers or wire strands. Rigging a sling in a choked configuration can immediately reduce its working load limit by 25% or more, while narrowing the choke angle can cut its capacity by over 60%. Conversely, rigging a sling in a proper basket hitch can double its lifting capacity—provided the legs remain vertical. Mastering the geometry, capacity ratings, and operational constraints of these three fundamental hitches is a core competency required of every Qualified Rigger.


1. The Vertical Hitch: Direct In-Line Rigging

A vertical hitch (also called a single-leg or direct-connection hitch) connects a single sling leg directly from the hoisting mechanism (crane hook, hoist, or shackle) to a single lifting attachment point on the load (such as a rated eye bolt, swivel hoist ring, or welded pad eye).

          [ Crane Hook ]
                │
                │  Single Vertical Leg
                │  (100% Rated WLL)
                │
          [ Shackled Eye ]
        ┌───────▼───────┐
        │ SUSPENDED LOAD│ (Hook Must Be Plumb
        │    • CG       │  Above Center of Gravity)
        └───────────────┘

Mechanical Principles and Load Capacity

  • 100% Capacity Utilization: In a true vertical hitch, the sling leg hangs plumb at an exact 90-degree angle to the horizontal plane. Because there is no angular geometry to multiply tension, the sling supports 100% of its single-leg rated Working Load Limit (WLL) as indicated on the manufacturer's identification tag.
  • Plumb Line and Center of Gravity: For a vertical hitch to lift safely, the crane hook, the sling, the lifting attachment point, and the load's Center of Gravity (CG) must align in a single, perfectly plumb vertical line. If the attachment point is offset from the CG, the load will tilt violently upon leaving the ground until the CG settles directly beneath the hook.
  • Zero Rotational Stability: A single vertical hitch provides zero resistance to rotational torque. Mobile crane hoist lines are manufactured from multi-strand wire rope that naturally develops internal torsional twist under load. As tension increases or the load is hoisted, this rotational energy causes the suspended load to spin uncontrollably. Spinning can unthread threaded lifting eyes, collide with nearby scaffolding, or snag electrical utilities.
  • Mandatory Tagline Control: Under OSHA 1926.1425, a vertical hitch must always be paired with a non-conductive synthetic tagline managed by a trained rigger standing outside the fall zone. The tagline dampens torsional oscillation and allows the rigger to orient the load for landing without placing hands on the load.

Multi-Leg Bridle Hitches (2, 3, and 4 Vertical Legs)

To overcome the rotational instability of a single vertical hitch, riggers deploy multi-leg bridle hitches:

  1. Two-Leg Bridle: Employs two sling legs connected to a master link on the crane hook and attached to two separate pick points on the load. This setup provides rotational stability along one horizontal axis.
  2. Three-Leg Bridle: Employs three legs attached to three distributed pick points. In structural engineering, three points define a plane; therefore, a three-leg bridle provides three-dimensional stability and naturally distributes the load across all three legs (provided the hook is centered over the CG).
  3. Four-Leg Bridle (The Statically Indeterminate Rigging Trap): While a four-leg bridle appears to offer greater safety and capacity, rigid structural loads cannot evenly distribute weight across four points. Due to microscopic fabrication tolerances, uneven dunnage, or structural rigidity, only two diagonally opposite legs carry the vast majority (85% to 100%) of the load weight, while the other two legs merely act as stabilizers. Under ASME B30.9 and NCCER guidelines, riggers must calculate the capacity of a four-leg bridle as if it were only a two-leg or three-leg bridle, unless an engineered equalizing beam or adjustable turnbuckle system is deployed.

2. The Choker Hitch: Cinching Mechanics, Choke Angles, and Deratings

A choker hitch is formed by passing the body of the sling around the load, passing one eye (or end fitting) through the opposite eye (or through a sliding choker hook), and attaching the pulling eye to the crane hook. When tension is applied, the loop cinches tightly down around the circumference of the load.

              [ Crane Hook ]
                    │
                    │ Vertical Pull Leg
                    │
                    ▼
              (Sliding Eye) ◄── Choke Point (Never Hammer!)
                 /     \
                /  [O]  \   Choke Angle (θ)
               │  LOAD   │  (Must be ≥ 120° for 75-80% WLL)
                \_______/

Primary Applications

The choker hitch is the preferred rigging method when handling materials that do not have built-in lifting lugs, eye bolts, or pad eyes. It provides a 360-degree cinching grip ideal for:

  • Bundles of structural steel pipe, tubing, and electrical conduit.
  • Round steel bar stock, timber poles, and structural wood pilings.
  • Steel I-beams, wide-flange girders, and precast concrete columns.

Standard Rated Capacity (The 75% to 80% Baseline)

When a sling is choked around a load, two mechanical phenomena immediately reduce its load-carrying capacity:

  1. Acute Bending Stress: The sling material bends sharply as it passes through the eye fitting.
  2. Localized Compressive Shear: The pulling leg pinches the sling body directly against the load surface at the choke point.

Under ASME B30.9, a standard choker hitch has a rated working load limit of 75% to 80% of the sling's single-leg vertical rating (typically 75% for wire rope and synthetic web slings, and 80% for alloy steel chain slings and polyester roundslings), PROVIDED that the choke angle is 120 degrees or greater.

The Physics of the Choke Angle and Mandatory Deratings

The choke angle is the internal angle formed between the body of the sling as it wraps around the load and the vertical pulling leg passing through the eye. When hoisting large-diameter cylindrical vessels or broad rectangular crates, the choke angle naturally spreads open to 120 degrees or more.

However, when hoisting small-diameter pipe, thin structural tubing, narrow steel plates, or tight bundles, the sling must bend acutely back on itself to pass through the eye. This causes the choke angle to drop significantly below 120 degrees. As the choke angle decreases, radial shearing forces multiply exponentially at the choke point, while tension in the wrapped portion of the sling spikes dramatically.

Under ASME B30.9 Table 9-1.5-1, whenever the choke angle is less than 120 degrees, the rigger must derate the choker hitch capacity using the standard Choke Angle Derating Factors:

Choke Angle Range (Degrees)Percentage of Full Choker Hitch WLLEffective Capacity (% of Single Vertical WLL)
120° to 180°100%75% – 80% (Standard Rated Choker Baseline)
90° to 119°87%65% of Single Vertical WLL
60° to 89°74%52% of Single Vertical WLL
30° to 59°62%43% of Single Vertical WLL
Less than 30°49%36% of Single Vertical WLL

CRITICAL RIGGING EXAMPLE: A wire rope sling has a vertical Working Load Limit of 10,000 lbs. Its standard choker rating (at $\ge 120^\circ$) is 7,500 lbs ($75%$ of vertical). If this sling is choked around a narrow 4-inch steel pipe resulting in a choke angle of 45 degrees, the rigger must apply the $62%$ derating factor: Safe Choker WLL=7,500 lbs×0.62=4,650 lbs\text{Safe Choker WLL} = 7,500\text{ lbs} \times 0.62 = 4,650\text{ lbs} Lifting a 6,000-lb bundle with this setup would overload the choked sling by nearly 30%, risking catastrophic tensile failure!

The Strict Safety Prohibition: NEVER Hammer Down the Choke

MANDATORY NCCER & OSHA SAFETY RULE: Riggers must NEVER use a hammer, sledge, pry bar, or pipe to force or pound the sliding choker eye or sliding hook down toward the load.

  • The Field Trap: Untrained workers frequently hit the sliding eye with a hammer to "snug up" or tighten a choker hitch before lifting, believing this prevents the load from slipping.
  • The Mechanical Hazard: Hammering the choke forces the sling into an acute angle of less than 30 degrees, crimping and kinking wire rope strands or severely crushing and severing synthetic web fibers. Furthermore, it pinches the sling rigidly against the load edge, creating an extreme shear point. When the crane hoists, the dynamic shock load concentrates entirely on this damaged, artificially pinched notch.
  • Correct Practice: The sliding eye or choker hook must be allowed to settle naturally into position as the crane takes up slack. The natural cinching action of the load's downward weight will seat the hitch securely without damaging the sling.

The Double-Wrap Choker Hitch: 360-Degree Bundle Containment

While a standard choker hitch cinches around a load, it only contacts approximately 180 to 240 degrees of the load's circumference. On loose bundles of structural conduit, rebar, copper tubing, or round steel bar, the bottom and lateral edges of the bundle remain uncompressed. As the bundle flexes, bounces, or tilts in transit, individual tubes or rods in the center or bottom can slide out and fall like javelins.

To eliminate this hazard, riggers deploy the Double-Wrap Choker Hitch:

                      [ Crane Hook ]
                            │
                            │ Vertical Pull Leg
                            │
                      (Sliding Eye)
                       /         \
                      │   ┌───┐   │  (Sling Wraps 360° Completely
                      │   │[O]│   │   Around Load Before Passing
                      └───┤[O]├───┘   Through Eye)
                          └───┘
                 [ FULL 360° RADIAL COMPRESSION ]
  • Execution: The sling body is wrapped one full 360-degree turn completely around the load before the eye fitting is passed through the opposite eye or sliding choker hook.
  • Containment Advantage: The double wrap provides continuous, uninterrupted radial compression from all 360 degrees. It acts like a mechanical tourniquet, squeezing every individual pipe, rod, or conduit tightly against its neighbors.
  • Transit Security: Even if the bundle is hoisted at an angle, the friction generated by the double wrap prevents interior smooth rods from walking out of the bundle.

3. The Basket Hitch: High-Capacity Cradling and Geometry

A basket hitch is formed by passing the body of the sling underneath the load and attaching both eye loops (or end fittings) to the crane hook or overhead master link. In essence, the sling cradles the load from below like a basket.

            [ Crane Hook / Master Link ]
                     /        \
                    /          \   Angled Basket Legs
                   /            \  (Sling Angle Derating Applies!)
                  /              \
                 ▼                ▼
              ┌──────────────────────┐
              │    SUSPENDED LOAD    │
              │         • CG         │
              └──────────────────────┘
               \                    /
                \__________________/  Sling Cradles Bottom of Load

True Vertical Basket Hitch (200% Capacity)

In a true vertical basket hitch, both legs of the sling ascend vertically and completely parallel to each other at a 90-degree horizontal angle (typically achieved by hanging the two eyes from two separate crane hooks, an overhead spreader beam, or a wide master link):

  • 200% Capacity Multiplication: Because the total suspended weight is divided equally between two independent, vertical load-bearing legs, a true vertical basket hitch has a rated Working Load Limit of 200% (2.0 times) the sling's single-leg vertical rating.
  • Load Balance Requirement: The load must be completely symmetrical and balanced so that each vertical leg carries exactly 50% of the weight. The sling must pass under the center of gravity.

The Angled Basket Hitch Trap (Sling Angle Derating)

In routine field rigging, workers rarely have a spreader beam on site; instead, they pass the sling under the load and loop both eyes directly into a single crane hook. The moment both eyes converge on a single hook, the sling legs flare outward at an angle:

CRITICAL BASKET HITCH DERATING RULE: When the legs of a basket hitch are not vertical, the hitch loses its 200% capacity rating. The rigger must apply the Horizontal Sling Angle Factor to calculate the true capacity: Basket Hitch WLL=2×Single Vertical WLL×sin(θ)\text{Basket Hitch WLL} = 2 \times \text{Single Vertical WLL} \times \sin(\theta) (Where $\theta$ is the horizontal angle formed between the sling leg and the top surface of the load.)

  • At a 60-degree horizontal angle, each leg experiences increased tension (Load Angle Factor = $1.155$). The total basket capacity drops to: $2 \times \text{Vertical WLL} \times \sin(60^\circ) = 2 \times \text{WLL} \times 0.866 = \mathbf{173%}$ of vertical WLL.
  • At a 45-degree horizontal angle, the total basket capacity drops to: $2 \times \text{Vertical WLL} \times \sin(45^\circ) = 2 \times \text{WLL} \times 0.707 = \mathbf{141%}$ of vertical WLL.
  • At a 30-degree horizontal angle, total basket capacity drops to: $2 \times \text{Vertical WLL} \times \sin(30^\circ) = 2 \times \text{WLL} \times 0.500 = \mathbf{100%}$ of vertical WLL! (At 30 degrees, a basket hitch has zero mechanical advantage over a single vertical sling!)

Double-Wrap Basket Hitch

Similar to the double-wrap choker, a double-wrap basket hitch wraps the sling body 360 degrees completely around the load before bringing both eyes up to the hook or spreader bar:

  • It provides 360-degree contact around bundles while delivering the high load capacity of a basket hitch.
  • In industrial piping and structural steel erection, double-wrap basket hitches are deployed in balanced pairs (two identical slings spaced symmetrically on either side of the center of gravity) to hoist bundles of pipe, tubing, and bar stock with maximum stability.

Bending Radius and D/d Ratio in Basket Hitches

Because a basket hitch cradles the underside of the load, the sling must bend around the load's lower corners or curvature. Riggers must verify the D/d ratio (the ratio of the load's corner curvature diameter $D$ to the sling's nominal thickness or wire rope diameter $d$):

  • If wire rope or synthetic webbing bends around a sharp, square beam flange ($D/d < 1:1$), the outer fibers or wires carry extreme localized tensile stress while inner wires compress, severely derating the sling.
  • Mandatory Corner Protection: Softeners, engineered split-pipe protectors, or heavy polyurethane corner pads must always be placed beneath the load in basket hitches to prevent sharp corners from cutting the sling under tension.

Complete Rigging Hitch Comparison

The following table provides a comprehensive engineering and operational comparison across all standard rigging hitch configurations:

Hitch ConfigurationTypical Rated Capacity (% of Single Vertical WLL)Dominant Stress MechanismPrimary Jobsite ApplicationsCritical Safety Constraints & Field Traps
Single Vertical Hitch100%Pure axial tension along sling centerlineLifting items with rated top lugs or eye bolts; tandem picksZero rotational stability; hoist rope twist causes load spin; mandatory non-conductive tagline required.
Two-Leg Bridle (Vertical)200% (when plumb at 90°)Axial tension split equally across two legsLong beams, machinery bases, frames with two top pick pointsIf legs are angled, sling angle derating applies; hook must be plumb over CG to prevent severe tension imbalance.
Four-Leg Bridle200% to 300% (Calculated as 2 or 3 legs)Non-uniform tension distribution on rigid loadsLarge structural skids, containers, heavy modulesIn rigid loads, only two diagonally opposite legs carry ~85-100% of load; calculate capacity assuming 2 or 3 legs only.
Standard Choker Hitch ($\theta \ge 120^\circ$)75% to 80%Combined axial tension, severe bending, and localized contact shearRound bar stock, cylindrical pipe, structural beams, timberChoke angle must be $\ge 120^\circ$; NEVER hammer sliding eye down; inspect choke contact point for wear.
Derated Choker Hitch ($\theta < 120^\circ$)36% to 65% (Derated per ASME B30.9 table)Extreme localized shear and acute bending stressSmall-diameter pipe bundles, narrow steel plate, thin rodsMust calculate choke angle and apply ASME derating factor; severe capacity reduction can easily cause overload.
Double-Wrap Choker Hitch75% to 80% (subject to choke angle)Full 360° continuous radial compressionLoose bundles of pipe, rebar, copper tubing, electrical conduitMust wrap 360° completely around load before threading eye; prevents slick interior pieces from sliding out.
True Vertical Basket Hitch200%Tension split equally across two parallel vertical legsSymmetrical tanks, machinery cradled from below, round vesselsLegs must remain exactly vertical (90°); load must be balanced; requires spreader beam or wide master link.
Angled Basket Hitch (e.g., 60°)173% ($2 \times \text{WLL} \times \sin 60^\circ$)Combined vertical lift and inward horizontal compressionGeneral cradled loads attached directly to a single crane hookCapacity drops rapidly as angle flattens; at 30° horizontal angle, capacity drops to 100% of single vertical WLL.
Double-Wrap Basket Hitch173% to 200% (based on leg angle)360° radial containment plus bottom cradlingSmooth pipe bundles, polished cylinders, finished machineryBest deployed in balanced pairs; softeners required on all sharp edges to protect sling body.
Loading diagram...
Rigging Hitch Selection Architecture and Capacity Derating Flowchart
Test Your Knowledge

A rigging crew is preparing to lift a bundle of small-diameter steel pipes using a synthetic web sling in a choker hitch. Because the bundle diameter is small, the rigger notes that the choke angle formed at the sliding eye is approximately 75 degrees. According to ASME B30.9, how must the sling's capacity be adjusted, and what is the proper rigging practice?

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Test Your Knowledge

A synthetic web sling has a rated vertical Working Load Limit (WLL) of 5,000 pounds. If rigged in a true vertical basket hitch where both sling legs are completely parallel and vertical (forming a 90-degree horizontal angle to the load surface), what is the maximum rated hitch capacity, and what happens if the legs are rigged at an angle to a single crane hook?

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Test Your Knowledge

A rigging crew needs to hoist a 20-foot bundle of loose, smooth 2-inch steel electrical conduits onto a third-story mezzanine. Why is a standard single choker hitch unsafe for this lift, and what rigging hitch should be utilized?

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