Frangible Pole
A purpose‑designed, breakaway support structure for elevated AGL fixtures that shears cleanly upon aircraft impact, minimising damage to the aircraft and ensuring pilot and passenger safety. Engineered to meet strict frangibility requirements while maintaining structural integrity under normal operational loads.
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What Is It?
A Frangible Pole (also known as a breakaway pole, shear pole, or frangible mast) is a specially engineered support structure designed to hold elevated AGL light fixtures, signs, or other airfield equipment at the required height above the pavement, while incorporating a deliberate weak point that causes the pole to break away cleanly upon impact by an aircraft. This frangible feature is a critical safety requirement specified by ICAO Annex 14 and FAA standards, aimed at minimising damage to the aircraft and protecting lives in the event of a runway or taxiway excursion.
Key characteristics of frangible poles include:
- Controlled Breakaway: The pole is designed with a frangible coupling or a weakened section that fractures in a predictable manner when subjected to a defined impact force, typically at or near the base.
- Structural Integrity: Under normal operating conditions (wind, vibration, fixture weight), the pole behaves as a rigid, stable structure, supporting the fixture securely.
- Corrosion Protection: Hot‑dip galvanised or stainless steel construction ensures long‑term durability in the harsh airfield environment.
- Fixture Compatibility: Designed to accommodate standard AGL fixtures and mounting hardware, with appropriate bolt patterns and cable routing.
Frangible poles are used in the following applications:
- Elevated Runway Edge Lights: Supporting runway edge light fixtures, especially on curves and intersections.
- Elevated Taxiway Edge Lights: Supporting taxiway edge lights where flush mounting is not feasible.
- Approach Lighting: Supporting elevated approach light fixtures and barrettes.
- Obstruction Lighting: Supporting obstruction lights on poles within the airfield.
- Airfield Signage: Supporting elevated mandatory instruction signs and direction signs.
The frangible pole is typically mounted on a base plate or base can, and is designed to break at a specific height above the pavement (usually 25‑50mm) when subjected to a lateral impact force of a defined magnitude, ensuring that the aircraft sustains minimal damage.
Purpose & Function
Certain fixtures — approach lights, elevated edge lights, obstruction lights — only work if they are raised above the pavement or surrounding terrain, but any object raised into an aircraft's operating envelope is, by definition, a potential obstacle. The frangible pole's purpose is to let a fixture keep the height it needs for correct photometric coverage while removing the danger that height would otherwise create. Under normal conditions the pole must behave as an ordinary rigid structure, holding the fixture steady against wind and vibration so its beam stays correctly aimed; the moment it is struck by an aircraft, that same structure is designed to fail at a known, predictable point and load, breaking away cleanly rather than absorbing the impact rigidly. This is what allows AGL to place fixtures in positions — close to runway edges, on approach paths, at low elevations near the aircraft's flight path — that would otherwise be unacceptable safety risks.
Where Is It Used?
Frangible poles are installed in areas where elevated AGL fixtures are required and where aircraft may potentially impact them, including:
- Runway Edge Lighting: Supporting elevated runway edge light fixtures on the runway strip, especially on curves, runway intersections, and where flush mounting is not possible due to snow or terrain.
- Taxiway Edge Lighting: Supporting elevated taxiway edge lights, particularly on curves, at intersections, and on taxiway shoulders.
- Approach Lighting Systems: Supporting elevated approach light fixtures, barrettes, and flashing light units in the approach area.
- Obstruction Lighting: Supporting obstruction lights on poles located within the runway strip, taxiway strip, or approach areas.
- Airfield Signage: Supporting elevated mandatory instruction signs, direction signs, and information signs that are located within aircraft movement areas.
- Sensor Mounting: Supporting anemometers, wind cones, and other instrumentation in aircraft movement areas.
The poles are designed to meet the frangibility requirements specified in ICAO Annex 14, which mandates that any fixture or structure located within the runway strip or taxiway strip must break away or yield upon impact to prevent aircraft damage. The poles are available in various heights (typically 300mm to 1500mm) and diameters to accommodate different fixture types and operational requirements.
Installation & Location
The pole's frangible coupling seats on a foundation set flush with or just below grade — typically the same base can (L-867 type) that carries the fixture's electrical connection — so the break point sits at the designed low-fracture-force height rather than at ground level where it would be less predictable. Foundation position is set out from the runway/taxiway centreline and edge survey, kept within the required setback from the pavement edge while staying clear of the graded strip's load-bearing width, and the pole's fracture height is checked against the obstacle-limitation surface for that runway category so the fitting on top stays within the allowable envelope. Cabling from the base can up to the fixture runs inside the pole itself, sized with enough slack at the coupling to allow reconnection after a frangible break without needing to re-run the underground cable.
How Does It Work?
The frangible pole functions as a support structure that provides the required height for the fixture while incorporating a controlled failure mechanism that activates upon impact:
- Normal Operation: Under normal conditions, the pole acts as a rigid, stable column, supporting the fixture's weight and resisting wind loads, vibration, and thermal expansion. The frangible coupling or weakened section is designed to withstand all expected operational loads without failure.
- Impact Activation: When an aircraft contacts the pole (typically during a runway excursion or taxiway incursion), the impact force is transmitted through the pole to the frangible section. The frangible section is designed to fracture at a specific force threshold, typically at the base of the pole (25‑50mm above the mounting plate).
- Clean Breakaway: The pole shears cleanly at the frangible point, allowing the fixture and the upper portion of the pole to separate from the base. The design ensures that the pole does not become a projectile or cause additional damage to the aircraft.
- Energy Absorption: The frangible coupling is often designed with a shear‑type mechanism that absorbs some of the impact energy, further reducing the force transmitted to the aircraft.
The frangible coupling is typically a precision‑machined component that incorporates shear pins, a reduced‑diameter section, or a notched design that ensures a predictable fracture. The coupling is designed to meet specific frangibility criteria:
- Shear Force Threshold: The force required to break the pole is typically set between 2 kN and 10 kN (depending on the pole size and fixture type), ensuring that the pole will break before causing significant aircraft damage.
- Breakaway Height: The pole is designed to break at a height of 25‑50mm above the pavement, leaving a low‑profile base that does not pose a hazard to aircraft.
- Directional Performance: The frangible coupling is designed to break regardless of the direction of impact, providing protection from any angle.
The pole is typically installed on a base plate or base can, with the frangible coupling positioned between the base and the pole shaft. The fixture is mounted on top of the pole, with the electrical cable routed through the hollow pole or along its exterior.
Where the impact energy goes, from any direction of contact
Aircraft Impact, Any Direction
Runway excursion or taxiway incursion transmits force through the pole shaft
Frangible Coupling Engaged
Shear pin, reduced-diameter section, or notched design fractures at its set threshold (2–10 kN)
Impact Energy Partially Absorbed
The shear mechanism dissipates energy as it fractures, reducing force passed on to the aircraft
Clean Break, 25–50mm Above Pavement
Fixture and upper pole separate without becoming a projectile
Low-Profile Base Remains
No hazard left on the pavement; base can be quickly re-fitted with a new pole
System Architecture & Control Logic
The frangible pole carries no electrical or control function — it is a support structure with a deliberately engineered breakaway point, positioned between the foundation and whatever it elevates (an approach light, a sign, or other equipment requiring height). Under normal wind and service loads it behaves as a rigid structural member; under an impact load above a defined threshold, it is designed to fail cleanly at the engineered point rather than transmitting the impact energy into the foundation or into whatever struck it. As with the breakable coupling used on lower fixtures, everything below the frangible point — the base and foundation — is sized so it is never the weak point during that failure event.
A structural member up to a defined load, then a deliberately engineered failure — the foundation is never the weak point.
Physical Construction
The pole is a hollow tubular section of structural steel or stainless steel, hot-dip galvanised for corrosion protection, sized in diameter and wall thickness to resist the specified wind loading while still yielding predictably under aircraft impact. Frangibility is built in near the base, either through a shear-pin coupling, a deliberately reduced-diameter neck, or a notched circumferential groove, engineered so the pole shears cleanly at the design threshold rather than bending or embedding fragments, minimising secondary hazard to an errant aircraft. A flat top plate with a standard AGL bolt pattern is welded or bolted to the pole's upper end to accept the light fixture, while the base is designed to mount into a below-grade footing or base can via a matching bolt circle. The galvanised or stainless finish is applied after all machining and welding to ensure full corrosion protection at the frangible section, since any localised weakening there would compromise the calibrated shear threshold.
Technical Parameters
| Parameter | Typical Value |
|---|---|
| Material | Structural steel (S235JR or S355JR), hot‑dip galvanised (min 85µm) or stainless steel (316L) |
| Height (above pavement) | 300mm to 1500mm (12" to 60") – depending on application |
| Diameter | 50mm to 100mm (2" to 4") – depending on load requirements |
| Wall Thickness | 3mm to 8mm |
| Frangible Coupling Type | Shear pin, reduced‑diameter section, or notched design |
| Shear Force Threshold | 2 kN to 10 kN (depending on pole size and fixture weight) |
| Breakaway Height | 25mm to 50mm above pavement |
| Fixture Mounting | Top plate with bolt holes (standard AGL mounting pattern) |
| Load Capacity (vertical) | ≥ 2 kN (depending on height and diameter) |
| Wind Load Resistance | ≥ 150 km/h (without yielding) |
| Corrosion Protection | Hot‑dip galvanised (min 85µm) or stainless steel |
| Operating Temperature | -40°C to +85°C |
| Standards | ICAO Annex 14, FAA AC 150/5220-23A, ICAO Doc 9157 Part 6, EN 12767 |
Applicable Standards
ICAO Annex 14
Frangibility requirements for AGL structures within runway and taxiway strips
FAA AC 150/5220-23A
Frangible Connections — fuse bolts, frangible couplings, tear-through fasteners, and tear-out sections for objects in airfield safety areas
EN 12767
Passive safety of support structures for road equipment — requirements and test methods
ICAO Doc 9157, Part 6
Aerodrome Design Manual — Frangibility, one of the primary technical bases for frangible connection design
Installation Requirements
Foundation Setting to Grade
CivilSet the base can or foundation flush with or just below grade so the frangible coupling sits at the designed low-fracture-force height rather than at ground level, where it would be less predictable.
Setback & Survey Position
CivilSet out the foundation position from the runway/taxiway centreline and edge survey, keeping within the required setback from the pavement edge while staying clear of the graded strip's load-bearing width.
Obstacle-Limitation Surface Check
CivilCheck the pole's fracture height and the fitting on top against the obstacle-limitation surface for that runway category to confirm it stays within the allowable envelope.
Internal Cable Slack
ElectricalRun cabling from the base can up through the pole to the fixture with enough slack at the coupling to allow reconnection after a frangible break without re-running the underground cable.
Top Plate Fixture Mounting
MechanicalBolt the fixture to the pole's top plate using the standard AGL bolt pattern, torqued to the manufacturer's value without over-stressing the frangible section below.
Pre-Handover Sign-off
DocumentationRecord foundation position, fracture height, and cable slack as-built before the pole is accepted into service.
Testing & Commissioning
Shear Force Verification
Pre-InstallationConfirm the batch-certified shear force threshold of the frangible section matches the fixture weight and pole height it will support.
Plumb & Level Check
Final AcceptanceVerify the pole stands plumb once set, since an out-of-level pole pre-stresses the frangible section and can alter its breakaway threshold.
Wind Load Resistance Verification
Pre-InstallationConfirm the pole and its frangible coupling are rated to resist the site's design wind load without yielding or premature failure.
Base Plate Bolt Torque Verification
Pre-InstallationTorque foundation bolts to spec so the pole is securely anchored under normal operational loads without disturbing the frangible interface.
Breakaway Height Verification
Final AcceptanceConfirm the frangible section sits at the specified height above the mounting plate so no hazardous stub remains after a breakaway event.
Fixture Alignment Verification
Final AcceptanceCheck the fixture mounted atop the pole is correctly aimed and level against the design aiming diagram before sign-off.
Documentation & As-Built Sign-off
Final AcceptanceRecord pole height, frangible coupling type and rating, and installation torque values in the commissioning dossier for handover.
Inspection & Maintenance
Frangible Coupling Check
AnnualInspect the shear pin, reduced-diameter section, or notched design at the breakaway point for corrosion, cracking, or fatigue that could shift the 2–10 kN shear threshold.
Pole Straightness & Alignment
Semi-annualCheck the pole remains vertical and undamaged; a bent or leaning pole can concentrate stress unevenly on the frangible coupling.
Corrosion / Coating Inspection
AnnualInspect galvanised or stainless surfaces, particularly at ground level and the coupling interface, for coating breakdown or pitting.
Top Plate / Fixture Mounting Check
AnnualVerify the top mounting plate and bolt holes are undamaged and torqued to spec so the fixture stays securely and correctly aligned.
Breakaway Height Verification
AnnualConfirm the breakaway point sits within the specified 25–50 mm above pavement height, adjusting for any resurfacing or settlement.
Wall Thickness / Impact Damage Check
AnnualInspect for dents, cracks, or wall thinning from prior minor impacts that haven't triggered full breakaway but may have weakened the structure.
Wind Load Resistance Review
AnnualConfirm the pole shows no permanent deflection after high-wind events, verifying it still meets its rated ≥150 km/h wind resistance without yielding.
Post-Impact Replacement
As neededReplace the pole and coupling assembly after any breakaway event rather than reinstalling the fractured section, per frangibility design intent.
Common Field Issues
Corrosion of Frangible Coupling
The frangible coupling is a critical safety component that must remain functional over the life of the pole. Corrosion can alter the shear force threshold, potentially preventing the pole from breaking on impact. Regularly inspect the coupling for rust, pitting, or damage. Replace if corrosion is present.
Incorrect Shear Force Setting
If the frangible coupling is not properly calibrated or has been modified (e.g., using incorrect shear pins), the shear force threshold may be too high (pole won't break) or too low (pole breaks under normal loads). Always use manufacturer‑supplied replacement parts and verify the shear force rating.
Misalignment of Frangible Coupling
If the pole is not installed vertically, the frangible coupling may experience bending loads in addition to shear, which can affect its breakaway performance. Ensure the pole is plumb and the mounting base is level.
Improper Fixture Mounting
Over‑tightening the fixture mounting bolts can deform the frangible coupling or the pole, affecting its strength and frangibility. Use a torque wrench and follow the manufacturer's torque specifications.
Damage from Snowploughs or Maintenance Vehicles
While frangible poles are designed to break on impact with aircraft, they can also be damaged by snowploughs or maintenance vehicles. Use protective covers or markers to increase visibility, and inspect poles after any known contact.
Inadequate Cable Routing
The secondary cable is often routed through the hollow pole or along its exterior. If the cable is not properly secured or protected, it can be pinched or damaged when the pole breaks, causing a fault. Use cable glands and ensure the cable has sufficient slack to allow the pole to break without pulling the cable.
Galvanic Corrosion with Base Plate
If the pole and base plate are made of dissimilar metals, galvanic corrosion can occur at the interface. Use anti‑seize compound, isolation gaskets, or ensure both components are of the same material.
Troubleshooting Guide
Pole Fails to Break Away on Impact
Pole Breaks Under Normal Wind or Service Loads
Coupling Shows Uneven Wear or Unexpected Bending Stress
Coupling or Pole Shows Deformation Near the Fixture Mount
Pole Damaged Without an Aircraft Contact Event
Cable Fault Occurs When the Pole Breaks Away
Corrosion Found at the Pole-to-Base-Plate Interface
Failure Modes & Root Causes
Frangible Coupling Corrosion / Threshold Shift
Incorrect or Non-Genuine Coupling Hardware
Out-of-Plumb Installation / Base Settlement
Fixture Mounting Bolt Over-Torque
Non-Aircraft Impact Damage
Secondary Cable Damage at Breakaway Point
Galvanic Corrosion at Base Plate Interface
Safety & Operational Notes
Frangibility Not to Be Defeated
MechanicalNever guy, brace, weld, or otherwise stiffen a frangible pole beyond its design, and never substitute its coupling with a rigid fitting; the pole must break away cleanly at the specified load on aircraft impact.
Series Circuit Isolation
Electrical SafetyDe-energise and lock out the circuit and verify zero energy before working on the pole base, cabling, or the fixture it supports.
Working at Height
Personnel SafetyUse appropriate fall protection and stable access equipment when working on taller poles, and account for wind loading on the pole and any ladder or platform in use.
Environmental Load Awareness
StructuralAvoid installation or maintenance work in high wind, ice, or storm conditions, since the pole's slender frangible design is more vulnerable to lateral loading while partially secured or under repair.
Airside Work Coordination
OperationalCoordinate with ATC/airside and raise a NOTAM where the fixture will be dark or out of tolerance during pole work, and keep vehicles and personnel clear of the runway or taxiway strip.
FOD Control
OperationalAccount for all fasteners and tools used at height, and clear the base area completely before reopening it to traffic.
Verify Shear Threshold After Any Work
ComplianceConfirm coupling torque and hardware match the manufacturer's specification exactly after any repair, since deviations can raise or lower the pole's designed breakaway force.
Engineering & Expert Notes
The Coupling, Not the Pole Material, Usually Defines the Break Threshold
DesignIt's a common misconception that pole material alone determines frangibility; in most designs the engineered coupling is the actual weak point, and the pole itself may be quite robust. Verify frangibility performance at the coupling specifically, not by assessing the pole material in isolation.
A Straight, Undamaged Pole Can Still Have a Degraded Coupling
InspectionVisual inspection of the pole's structural condition tells you little about the coupling's current shear characteristics, which can drift with age and environmental exposure. Keep coupling verification on its own inspection cycle.
Wind-Induced Sway Fatigues Connections Before It Bends the Pole
AlignmentRepeated wind-induced sway over years tends to fatigue bolted or welded connections at the pole base and fixture mount before it produces any visible bend in the pole itself; include connection-point fatigue in the inspection scope, not just gross structural condition.
Verify Internal Cable Routing Accommodates Full Breakaway Travel
ElectricalCabling routed up through a frangible pole needs slack matching the coupling's designed travel distance; a taut internal cable can prevent the clean breakaway the pole is designed to provide, or damage the cable and create a secondary hazard on impact.
Internal Condensation Can Corrode From the Inside of a Hollow Pole
DurabilityHollow frangible poles can accumulate internal condensation from daily thermal cycling; check for adequate drainage or venting at the base rather than assuming external weatherproofing alone protects the structure.
Never Field-Weld or Reinforce a Frangible Pole to 'Fix' Wobble
SafetyAdding reinforcement to reduce pole sway addresses a cosmetic symptom while potentially defeating the pole's designed breakaway function entirely; any modification to a frangible structure needs engineering review, not a field workaround.
Frequently Asked Questions
Short answers about the Frangible Pole: what it is, how it works, typical specifications, standards, maintenance and common faults.
Q1What is a Frangible Pole?
A Frangible Pole (also known as a breakaway pole, shear pole, or frangible mast) is a specially engineered support structure designed to hold elevated AGL light fixtures, signs, or other airfield equipment at the required height above the pavement, while incorporating a deliberate weak point that causes the pole to break away cleanly upon impact by an aircraft.
Q2What is the purpose of a Frangible Pole?
Certain fixtures — approach lights, elevated edge lights, obstruction lights — only work if they are raised above the pavement or surrounding terrain, but any object raised into an aircraft's operating envelope is, by definition, a potential obstacle. The frangible pole's purpose is to let a fixture keep the height it needs for correct photometric coverage while removing the danger that height would otherwise create.
Q3Where is a Frangible Pole used and installed?
Frangible poles are installed in areas where elevated AGL fixtures are required and where aircraft may potentially impact them, including: Runway Edge Lighting: Supporting elevated runway edge light fixtures on the runway strip, especially on curves, runway intersections, and where flush mounting is not possible due to snow or terrain. Taxiway Edge Lighting: Supporting elevated taxiway edge lights, particularly on curves, at intersections, and on taxiway shoulders. Approach Lighting Systems: Supporting elevated approach light fixtures, barrettes, and flashing light units in the approach area.
Q4How does a Frangible Pole work?
The frangible pole functions as a support structure that provides the required height for the fixture while incorporating a controlled failure mechanism that activates upon impact: Normal Operation: Under normal conditions, the pole acts as a rigid, stable column, supporting the fixture's weight and resisting wind loads, vibration, and thermal expansion. The frangible coupling or weakened section is designed to withstand all expected operational loads without failure.
Q5What are the typical technical parameters of a Frangible Pole?
Typical values are — Material: Structural steel (S235JR or S355JR), hot‑dip galvanised (min 85µm) or stainless steel (316L); Height (above pavement): 300mm to 1500mm (12" to 60") – depending on application; Diameter: 50mm to 100mm (2" to 4") – depending on load requirements; Wall Thickness: 3mm to 8mm; Frangible Coupling Type: Shear pin, reduced‑diameter section, or notched design; Shear Force Threshold: 2 kN to 10 kN (depending on pole size and fixture weight); Breakaway Height: 25mm to 50mm above pavement; Fixture Mounting: Top plate with bolt holes (standard AGL mounting pattern); Load Capacity (vertical): ≥ 2 kN (depending on height and diameter).
Q6Which standards apply to a Frangible Pole?
The main references are ICAO Annex 14 — Frangibility requirements for AGL structures within runway and taxiway strips; FAA AC 150/5220-23A — Frangible Connections — fuse bolts, frangible couplings, tear-through fasteners, and tear-out sections for objects in airfield safety areas; EN 12767 — Passive safety of support structures for road equipment — requirements and test methods; ICAO Doc 9157, Part 6 — Aerodrome Design Manual — Frangibility, one of the primary technical bases for frangible connection design. Always verify the current edition and your aerodrome's approved requirements.
Q7How often should a Frangible Pole be inspected and maintained?
Typical maintenance tasks and intervals are: Frangible Coupling Check (annual); Pole Straightness & Alignment (semi-annual); Corrosion / Coating Inspection (annual); Top Plate / Fixture Mounting Check (annual); Breakaway Height Verification (annual); Wall Thickness / Impact Damage Check (annual); Wind Load Resistance Review (annual); Post-Impact Replacement (as needed). Your airport's approved maintenance programme takes precedence.
Q8How do I troubleshoot common Frangible Pole faults?
Common symptoms covered are: Pole Fails to Break Away on Impact; Pole Breaks Under Normal Wind or Service Loads; Coupling Shows Uneven Wear or Unexpected Bending Stress; Coupling or Pole Shows Deformation Near the Fixture Mount; Pole Damaged Without an Aircraft Contact Event; Cable Fault Occurs When the Pole Breaks Away; Corrosion Found at the Pole-to-Base-Plate Interface. For example, for "Pole Fails to Break Away on Impact": Likely Cause: Corrosion on the frangible coupling has altered its shear force threshold, requiring a higher-than-designed load to break. Diagnostic Steps: Inspect the coupling for rust, pitting, or surface damage; compare its condition and age against the manufacturer's inspection and replacement schedule. Corrective Action: Replace the corroded coupling with a manufacturer-supplied part rated for the correct shear force, and re-verify the pole's breakaway rating.
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