CSCS Scaffolding Advanced study materials
CSCS Scaffolding Advanced study resources

CSCS Scaffolding Advanced flashcards

CSCS Scaffolding Advanced · Build recall with a focused review session.

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

Inspection interval (UK)
Scaffolds must be inspected before first use, at intervals not exceeding 7 days, and after any event likely to affect stability, per Work at Height Regulations 2005.
EN 12811-1
European standard specifying performance requirements and general design for temporary works scaffolds, including load classes and structural design rules.
OSHA scaffold load factor
OSHA 29 CFR 1926 Subpart L requires scaffolds to support at least 4 times the maximum intended load, and suspension ropes 6 times.
Competent person
An individual with the training, experience, and knowledge to design, erect, inspect, or dismantle scaffolds safely, as required by regulations.
Handover certificate
A document signed by a competent person confirming the scaffold is complete, inspected, and safe for its intended load class and use.
Service load class 3
Per EN 12811, Class 3 corresponds to a uniformly distributed load of 2.0 kN/m², used for general purpose scaffolding.
Wind load formula
Basic wind pressure q = 0.613 × v² (N/m²), where v is wind speed in m/s; shape and exposure coefficients are then applied.
Leg load calculation
Leg load is the sum of loads from the tributary area (load per m² × area) plus self-weight of the scaffold components supported by that leg.
Bracing requirement
Diagonal bracing provides lateral stability; a common rule is at least one bay of diagonal bracing per 5 bays longitudinally and at both ends.
Sole board purpose
Sole boards spread the leg load over a larger area to reduce bearing pressure on the ground and prevent settlement or punching.
Design load combination
Scaffold design must consider dead load, imposed load, and wind load acting simultaneously, with appropriate partial factors for strength and stability.
Erection sequence
Standard sequence: base preparation, base plates and sole boards, standards, ledgers, transoms, bracing, decking, guardrails, toe boards, then ties.
Tie pattern
Ties connect scaffold to structure; typical pattern is two ties per lift per bay, with pull-out resistance tested to 1.5 times design load.
Mobile tower rules
Mobile access towers must be erected by trained personnel, with outriggers if required, and never moved with personnel or materials on the platform.
Dismantling principle
Dismantling is the reverse of erection; ties must not be removed until the lift below is fully struck and stability is assured.
System scaffold
A modular scaffold with fixed node points and standardized components, offering faster erection but less flexibility than tube-and-fitting.
Cantilever scaffold design
Cantilever scaffolds must be designed for eccentric loads and additional moments, with connection capacities checked for the imposed forces.
Scaffold tag colours
Green tag indicates safe for use; red tag indicates do not use. Tags show inspector name, date, and next inspection date.
Inspection coverage
Inspection must cover foundations, standards, ledgers, transoms, bracing, ties, decking, guardrails, toe boards, access, and signage.
Post-alteration inspection
After any alteration, repair, or adverse weather, a new inspection and handover are required before the scaffold is used again.
Inspection record content
Records should include date, time, location, findings, actions taken, and signature of the inspector, and be kept on site.
Defect action
Defects found during inspection must be rectified and re-inspected; if immediate danger, evacuate and tag the scaffold red.
Risk assessment purpose
To identify hazards (falls, falling objects, collapse, electrical, weather) and specify control measures before work begins.
Method statement content
Describes the sequence of work, plant and equipment, personnel responsibilities, and emergency procedures for the scaffold operation.
Permit-to-work
A formal system required for scaffolding near live electrical lines or in confined spaces, ensuring specific controls are in place.
Emergency rescue plan
A plan for rescuing a person fallen or suspended in fall arrest equipment, required before work starts.
Supervisor competence
A competent supervisor must be appointed to verify qualifications, enforce method statements, and ensure safe scaffold operations.
Toolbox talk
A short briefing to communicate method, hazards, and controls to the workforce before starting work or when conditions change.
Load limit posting
Supervisors must ensure load limits are posted on the scaffold and observed by all users to prevent overloading.
Near-miss reporting
Near misses should be recorded and reviewed to prevent future incidents, as part of the site incident reporting procedure.
Guardrail heights (UK)
Guardrails at 950 mm and 470 mm above the platform, with toe boards at least 150 mm high, per UK standards.
Fall arrest anchor rating
Anchor points for personal fall arrest systems must be rated at least 15 kN for one person, or 22 kN for two persons.