Red Seal Ironworker (Generalist) key terms
Red Seal Ironworker (Generalist) · Get comfortable with the vocabulary.
- Project datum
The defined reference elevation or coordinate basis used to relate layout points and measurements consistently across the project.
- Gridline
A designated layout reference used with dimensions and offsets to locate structural members and other components in the project.
- Piece mark
An identifying mark that connects an item with its fabrication or erection information, not proof by itself that every feature conforms.
- Centre-to-centre spacing
The distance between the reference centres of adjacent items, distinguished from the clear gap between their nearest surfaces.
- Calibration
A controlled relationship or verification connecting a measuring instrument's readings with an appropriate reference under specified conditions and range.
- Centre of gravity
The location representing the combined mass distribution for gravitational loading, which need not coincide with a component's geometric centre.
- Working load limit
The permitted load rating for a component under its identified conditions, configurations, and restrictions rather than an unrestricted universal capacity.
- Sling angle
The specified angle of a sling leg relative to a stated reference, whose definition is essential when calculating its force components.
- Operating radius
The horizontal distance from a crane's rotation centre to the loaded hook line as defined for the applicable operating chart.
- Bearing pressure
The force distributed over an effective support area, calculated as reaction divided by area for a stated average-pressure model.
- Clear cover
The distance from the concrete surface to the nearest specified reinforcing surface, which may be an outer tie or stirrup.
- Bar schedule
The coordinated information identifying reinforcing bar marks, sizes, shapes, quantities, dimensions, and other requirements for fabrication and placement.
- Lap splice
An overlap arrangement that transfers reinforcement force through the designed system and requires the specified length, location, and detailing.
- Mechanical coupler
A qualified splice component used with compatible bar-end preparation and installation procedures to provide the specified reinforcement force transfer.
- Chair
A reinforcement support used to maintain the specified bar elevation and cover during assembly and concrete placement under the planned conditions.
- Pretensioning
Prestressing in which steel is tensioned before casting and force is transferred through the approved release process after required concrete conditions are achieved.
- Post-tensioning
Prestressing in which tendons are stressed after casting when the concrete and system satisfy the specified readiness and acceptance conditions.
- Tendon profile
The designed spatial path and elevations of a prestressing tendon, maintained by appropriate supports and relevant to its structural action.
- Anchorage
The specified assembly and supporting zone through which tendon force is secured and transferred according to the particular prestressing system.
- Elongation
The measured or calculated extension of a tendon under force, interpreted with the approved model, equipment, and project acceptance requirements.
- Snug-tightened condition
A defined bolted-joint installation condition that should not automatically be treated as completion of a separately required pretensioning procedure.
- Faying surface
An interface between connected parts whose specified condition can be important to slip resistance and the designed behavior of a bolted connection.
- Welding procedure specification
The document defining the approved welding method and relevant variables for a particular material and joint application, alongside other required qualifications.
- Theoretical throat
The geometric throat dimension used in the stated ideal weld model, distinguished from the fillet leg length and actual acceptance requirements.
- Soft foot
An equipment support condition in which a mounting foot does not bear properly, potentially distorting the assembly when fasteners are tightened.
- Temporary shoring
A planned support system that carries the required construction-stage forces while the permanent load path is incomplete, altered, or under repair.
- Load path
The connected sequence of structural components and interfaces that transfers applied forces to supports in a particular construction or service condition.
- Nonconformance
A departure from a specified requirement that requires the applicable documented disposition rather than an unapproved field assumption or concealment.
- Stored energy
Energy remaining in a system, such as a tensioned tendon, hydraulic circuit, or mechanical take-up, even when normal motion has stopped.
- As-built record
Documentation of the authorized installed configuration and relevant accepted changes, supporting future operation, inspection, maintenance, and structural understanding.