Basic Rigging (RB) study materials
Basic Rigging (RB) study resources

Basic Rigging (RB) cheat sheet

Basic Rigging (RB) · Keep the key ideas within reach.

Quick reference

Rigging Safety and Standards

  • OSHA 29 CFR 1926 Subpart CC governs cranes and derricks in construction; 1910.184 covers slings and 1910.176 covers materials handling in general industry.

  • Sling removal criteria (1910.184): chain sling links with cracks, stretches, or bent/worn surfaces over 15% of link thickness are removed from service.

  • Wire rope sling removal: 10 or more randomly distributed broken wires in one rope lay, or 5 broken wires in one strand of one lay, requires removal.

  • Synthetic web sling removal: snags, punctures, tears, cuts, embedded abrasive material, or broken/worn stitching disqualify the sling.

  • Rated capacity of a sling is based on a design factor of 5 for most slings; chain slings use a design factor of 4 in overhead lifting.

  • The rigger's role in the lift plan: verify sling capacity, hitch type, load weight, and center of gravity before the lift begins; the lift director authorizes the lift.

  • Never rig to a crane's hoist hook latch or tip; the load must bear on the saddle (bowl) of the hook, not the point.

  • A qualified rigger is defined in 1926.1401 as a person who meets the criteria for qualification through training and experience in rigging.

Quick reference

Rigging Hardware and Slings

  • The safe working load of a wire rope sling in a vertical hitch equals the rope's vertical load rating; capacity is reduced by the choke or basket configuration used.

  • Shackle capacity is determined by the pin and body size; a screw pin shackle's pin must be fully seated with no gap before loading.

  • Chain sling capacity is rated per leg; a two-leg sling at 60 degrees from horizontal carries 1.732 times one leg's vertical capacity.

  • Synthetic round slings use color-coded capacity bands: a common convention is purple for 1 ton, green for 2 tons, yellow for 3 tons, gray for 4 tons, red for 5 tons, brown for 6 tons, blue for 8 tons, orange for 10 tons.

  • Master links and end links must be rated for the sling assembly; a master link's rated capacity must equal or exceed the sum of the leg capacities at the hitch angle.

  • Eye bolts are derated for angular loading: a 45-degree pull reduces capacity to about 70%, and a 90-degree side pull to about 30% of the rated load.

  • Wire rope clips: use the correct number per rope diameter and spacing; the U-bolt goes over the dead end of the rope, not the live end.

  • A turnbuckle, come-along, or chain fall used for lifting must be rated and marked for overhead lifting; consumer-grade hardware is not acceptable.

Quick reference

Knots, Hitches, and Sling Configurations

  • Vertical hitch: one leg carries the full load; capacity = single-leg vertical rating.

  • Choke hitch: the sling passes around the load and through its own eye; capacity is typically 75-80% of the vertical rating because of the choke angle.

  • Basket hitch: the sling passes under the load and both eyes attach to the hook; capacity is roughly double the vertical rating when legs are vertical.

  • Two-leg sling at 60 degrees from horizontal: total capacity = 2 x leg rating x sin(60) = 1.732 x leg rating.

  • Two-leg sling at 45 degrees from horizontal: total capacity = 2 x leg rating x sin(45) = 1.414 x leg rating.

  • Two-leg sling at 30 degrees from horizontal: total capacity = 2 x leg rating x sin(30) = 1.0 x leg rating; the angle factor shrinks sharply as slings flatten.

  • The tension in each leg of a two-leg sling = (load weight / 2) / sin(angle from horizontal); tension rises as the angle decreases.

  • A bowline creates a fixed loop that will not slip under load and is easily untied; a clove hitch is used for temporary attachment and can slip if the load rotates.

  • A timber hitch tightens under load and is used for dragging or hoisting logs and pipe; it requires several wraps around the load to grip.

Quick reference

Load Weight Estimation and Center of Gravity

  • Steel weight estimate: weight (lb) = volume (in^3) x 0.2836 lb/in^3; a 1-inch square bar 12 inches long weighs about 3.4 lb.

  • Concrete weight estimate: about 150 lb/ft^3 for normal-weight concrete; a 1 ft x 1 ft x 1 ft block weighs roughly 150 lb.

  • Water weighs 62.4 lb/ft^3; a cubic foot of water is about 62.4 lb, useful for tanks and pipe contents.

  • Aluminum weighs about 169 lb/ft^3; steel about 490 lb/ft^3; cast iron about 450 lb/ft^3.

  • The center of gravity of a uniform rectangular solid is at its geometric center; for a composite load, the CG is the weighted average of component CGs.

  • A load whose CG is not under the hook will tilt until the CG aligns below the hook; the rigger must adjust sling lengths to level the load.

  • Load weight must include rigging weight, contents, and any attachments; the crane's rated capacity at the working radius must exceed the total.

  • For a two-leg bridle, each leg's share of the load depends on where the CG sits; the leg nearer the CG carries a greater share.

Quick reference

Lifting and Moving Loads / Hand Signals

  • Hand signals must be given by one designated signalperson; the operator takes signals only from that person except for a stop signal, which anyone may give.

  • Raise load: arm extended horizontally, forearm up, index finger pointing up, hand moved in a small circle.

  • Lower load: arm extended horizontally, forearm down, index finger pointing down, hand moved in a small circle.

  • Stop: arm extended horizontally, palm down, moved back and forth horizontally.

  • Emergency stop: both arms extended horizontally, palms down, moved rapidly back and forth.

  • Dog everything (hold): both fists held at waist level, forearms vertical, in front of the body.

  • Swing: arm extended horizontally, point in the direction of swing with the index finger.

  • Before any lift: verify the load is balanced, tag lines are attached if needed, the path is clear, and the load is lifted a few inches to check rigging and stability.

Quick reference

Hand Signals for Crane Operations

  • Hoist (raise): with forearm vertical and index finger pointing up, move hand in a small horizontal circle.

  • Lower: with arm extended downward and index finger pointing down, move hand in a small horizontal circle.

  • Boom up: arm extended horizontally, fingers closed, thumb pointing up, and move hand upward.

  • Boom down: arm extended horizontally, fingers closed, thumb pointing down, and move hand downward.

  • Move slowly: use one hand to give any motion signal and place the other hand motionless in front of the hand giving the signal.

  • Travel: extend arm forward, hand open and slightly raised, and make pushing motion in the direction of travel.

  • Stop: extend arm horizontally, palm down, and move arm back and forth horizontally.

  • The operator must stop when the signalperson is out of sight or the signal is unclear; the lift does not resume until communication is restored.

Quick reference

Hitch Capacity Factors and Sling Angles

  • Sling angle factor = sin(angle from horizontal); tension per leg = load / (number of legs x sin(angle)).

  • A sling at 60 degrees from horizontal carries 1.155 times its share of the load compared with a vertical leg; at 30 degrees it carries 2.0 times.

  • Never use a sling at less than 30 degrees from horizontal unless the sling and hardware are rated for the resulting tension.

  • A basket hitch with vertical legs has about twice the capacity of a single vertical leg; a choker hitch has about 75-80%.

  • A double-wrap choker or basket increases grip on the load and reduces the chance of slippage.

  • The D/d ratio (sling body diameter to load diameter) affects basket capacity; a small D/d ratio reduces the effective capacity.

  • A bridle hitch with unequal leg lengths shifts load to the shorter leg; equalize leg lengths or account for the imbalance.

  • Tag lines control rotation and swing but must never be used to pull a load beyond the rated radius of the crane.

Quick reference

Pre-Lift Inspection and Load Control

  • Inspect slings and hardware before each shift and after any shock load, and remove damaged gear from service immediately.

  • The load must be lifted a few inches and held while the rigger checks for load shift, sling slippage, and hardware seating before the main lift.

  • Keep personnel out from under suspended loads and outside the swing radius; the crane's swing radius must be barricaded.

  • The crane's load chart capacity at the working radius must exceed the total load, including rigging and any dynamic effects.

  • Wind, side loading, and off-level ground reduce effective capacity; the lift director must reassess if conditions change.

  • Tag lines should be used on loads that could rotate or swing, and the tag line handler must stay clear of the load path.

  • A load must never be dragged sideways with a crane; side loading can damage the boom and cause collapse.

Quick reference

Hardware Ratings and Inspection

  • Hooks must have a functioning latch and must not be cracked, bent, or worn more than 10% in the throat opening or 15% in the saddle.

  • Shackle pins must be fully engaged; never replace a shackle pin with a bolt of unknown grade.

  • Turnbuckles and chain hoists used for overhead lifting must be marked with a rated capacity and proof-tested.

  • Wire rope slings must have a legible tag showing capacity, and the tag must not be removed or covered.

  • Synthetic slings must be protected from sharp edges, heat, and chemicals; covers or edge protectors extend service life.

  • Chain slings must be inspected for stretch, gouges, cracks, and worn links; a link worn more than 15% of its thickness is removed.

  • Rigging hardware must be proof-loaded and marked; unmarked hardware is not acceptable for overhead lifting.

Quick reference

Weight Estimation Formulas

  • Weight = volume x density; for steel use 0.2836 lb/in^3 or 490 lb/ft^3.

  • Pipe weight estimate: weight per foot = (outside diameter - wall thickness) x wall thickness x 10.68 for steel pipe in inches.

  • A 55-gallon drum of water weighs about 458 lb; the drum itself adds roughly 20-40 lb.

  • A cubic yard of concrete weighs about 4,050 lb (150 lb/ft^3 x 27 ft^3).

  • The CG of a load must be directly below the hook; if it is offset, the load tilts and the sling legs carry unequal tension.

  • For a load with an offset CG, the tension in each sling leg is proportional to its horizontal distance from the CG.

  • Weigh or calculate the load; never estimate by eye when the load is near the crane's rated capacity.

Quick reference

Signals and Communication

  • Only one designated signalperson gives signals; the operator takes a stop signal from anyone.

  • Hand signals must be clear and given from a position in full view of the operator.

  • Radio communication must use a dedicated channel and clear, standardized language; the signalperson identifies the load and the action.

  • If the signalperson is out of sight, the operator stops and waits for communication to be restored.

  • Emergency stop: both arms extended horizontally, palms down, moved rapidly back and forth.

  • The signalperson must be qualified and must understand the crane's load chart and the lift plan.

  • Voice signals are permitted only when hand signals are impractical and the operator and signalperson agree on the meaning.