NCCER Tower Crane study materials
NCCER Tower Crane study resources

NCCER Tower Crane flashcards

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33 cards. Read the term and the definition here. The deck at the top of this page is optional.

Load moment
The product of load weight and working radius. The load moment limiter compares this value to the crane's rated moment and stops hoisting or trolleying out when exceeded.
Rated capacity
The maximum load a crane may lift at a specific radius, jib length, counterweight, and reeving, as published in the manufacturer's load chart.
Load moment limiter
A safety device that measures load and radius, computes the load moment, and prevents operation beyond the rated moment by limiting hoist and trolley-out motions.
Free-standing height
The maximum mast height a tower crane may reach without wall ties or guy wires, specified by the manufacturer and limited by mast strength and stability.
Climbing frame
A structural frame that supports the crane during climbing while a new mast section is inserted, then transfers load back to the mast.
Wall tie
A structural connection between the crane mast and a building or independent support that restrains the mast and allows height beyond free-standing limits.
Counter-jib
The rearward jib that carries counterweights to balance the load moment of the forward jib and load, reducing mast bending.
Slew ring
The large bearing that connects the rotating upper works to the mast and allows the crane to swing through 360 degrees under load.
Anti-collision system
A system using zone limits and crane-to-crane communication to prevent physical contact or load interference between overlapping tower cranes on a site.
Weathervaning
The practice of leaving the jib free to rotate with the wind when the crane is out of service, reducing wind load on the mast.
Anemometer
A wind-speed measuring device mounted on the crane, typically at the jib or mast top, used to enforce in-service and out-of-service wind limits.
Rail stops
End-of-runway devices that physically stop a rail-mounted crane from traveling off the rails, used with buffers and anti-rail-climbing devices.
Ground bearing pressure
The pressure exerted by the crane's foundation on the soil, calculated from total weight and effective area and checked against the geotechnical report.
Table T clearance
OSHA minimum approach distances to energized power lines, starting at 10 ft for lines up to 50 kV and increasing with voltage.
Erection director
The qualified person responsible for directing erection, climbing, and dismantling operations according to the approved engineered plan.
Verticality tolerance
The maximum allowable out-of-plumb deviation of the mast, typically expressed as a fraction of height (e.g., 1/500) and checked after each climb.
Dismantling sequence
The reverse of erection: remove counterweights and jib first, then reduce mast sections, maintaining stability at every stage per the engineered plan.
Erection wind limit
The maximum wind speed, usually lower than the in-service limit, at which erection, climbing, or dismantling may proceed safely.
Sling angle tension
Leg tension equals load divided by the number of legs times the sine of the angle from horizontal; shallower angles increase tension sharply.
Choker hitch
A sling configuration that wraps around the load and passes through its own eye, reducing capacity to roughly 75โ€“80 percent of the vertical rating.
Basket hitch
A sling configuration where both eyes are attached to the hook and the sling cradles the load, often rated up to twice the single-leg vertical capacity.
Working load limit
The maximum load a rigging component is designed to support in a specific configuration, marked on shackles, hooks, and slings.
Designated signal person
The single qualified individual responsible for directing the operator by hand signals or radio during a lift.
Emergency stop signal
A hand signal or verbal command that any person may give to halt crane motion immediately, regardless of who is the designated signal person.
Tag line
A rope attached to a suspended load and controlled from the ground to restrain rotation and swing during hoisting and slewing.
Shock loading
Sudden application or release of load, such as snatching or rapid stopping, which can produce forces far above the static load.
Side loading
A horizontal force applied to the jib or mast, such as dragging a load, that the crane is not designed to resist and that can cause buckling.
Multi-crane lift
A lift using two or more cranes that requires a written plan, one signal person, and load sharing that keeps each crane within capacity.
Runway rail
The track on which a rail-mounted tower crane travels, requiring level alignment, anchoring, and end stops per manufacturer specifications.
Slewing radius
The horizontal distance from the slewing center to the outermost point of the rotating structure, defining the swing hazard zone to be barricaded.
Pre-shift inspection
A documented check of wire rope, hooks, brakes, limit switches, and anemometer performed before each shift by a qualified person.
Reeving
The number and arrangement of hoist rope parts between drum and hook block, which affects lifting capacity and hoist speed.
Foundation curing strength
The minimum concrete compressive strength, specified by the manufacturer, that must be reached before erection loads are applied.