Namespace Library — fall_arrest_lanyard.*
Shopify Fall Arrest Lanyard Schema — Leading Edge SRL, OSHA 1926.502(d)(15), Swing Fall, Tie-Off Above Foot Level, Anchor Above D-Ring, Leading Edge-Rated Cable, Conventional SRL Edge Failure, leading_edge_rated swing_fall_analysis_required anchor_height_relative_to_d_ring fall_arrest_lanyard.* Namespace
Conventional SRL web and cable contact a leading edge during a fall and fail at 40–60% of rated strength — catastrophic, not arrested. Leading edge-rated SRLs (ANSI Z359.14 Class A LE / B LE) use stainless steel cable tested to survive edge contact. Separately, swing fall occurs when the anchor is not directly above the D-ring: the worker swings like a pendulum and may strike structure before the lifeline tautens vertically. The leading_edge_rated and swing_fall_analysis_required fields drive these two distinct routing branches — both are widely misunderstood and consistently under-specified in Shopify safety equipment catalogs.
leading_edge_rated, swing_fall_analysis_required, anchor_height_relative_to_d_ring.
Conventional SRL vs Leading Edge SRL — Performance Comparison
| Parameter | Conventional SRL (Class A / B) | Leading Edge SRL (Class A LE / B LE) |
|---|---|---|
| ANSI Z359.14 class | Class A or Class B | Class A LE or Class B LE (Leading Edge designation mandatory) |
| Lifeline material (typical) | Polyester web (7/8 in wide) OR 1/8-inch wire rope | 3/32-inch or 5/32-inch stainless steel cable; Kevlar-reinforced leader section |
| Edge contact test required? | No — tested in open-air, no edge contact | Yes — tested with lifeline contact against 0.13-inch radius steel edge during drop test; arrest forces and lifeline integrity must still meet Class A/B limits |
| Failure mode at sharp edge | Web cuts or cable kinks at edge contact point during arrest — arrest load concentrated at edge; web may fail at 8–12 kN (40–50% of tensile rating); wire rope kinks below rated capacity | Stainless cable survives edge contact; arrest continues through standard SRL braking mechanism; worker arrested within rated maximum arrest distance |
| Maximum free fall distance (Class A) | 6 feet — same for LE | 2 feet (Class B LE) or 6 feet (Class A LE) |
| Typical applications | Open-air fall arrest: scaffolding, aerial lifts, ladder safety, areas where lifeline clears all structure during fall | Steel erection, roof decking installation, concrete tilt-up work, precast panel erection, any application where the lifeline path crosses a structural edge |
| Price differential | $150–$400 (typical industrial SRL) | $400–$900 (leading edge SRL with stainless cable and Kevlar leader) |
Swing Fall Hazard — Scenarios and Clearance Implications
| Scenario | Anchor-to-D-Ring Horizontal Offset | swing_fall_analysis_required | Hazard | Mitigation |
|---|---|---|---|---|
| Worker at roof peak, anchor directly overhead on ridge anchor | 0 ft (directly above) | no | No swing fall — purely vertical arrest | No swing fall mitigation needed; standard SRL clearance calculation sufficient |
| Worker at roof eave, anchor at ridge 20 ft horizontal from eave position | 20 ft | yes | Worker swings in 20-ft arc toward point directly below ridge anchor; contacts roof slope, fascia, gutters, or ground level depending on arrest altitude | Relocate anchor to reduce horizontal offset; or engineer-certified written swing fall analysis documenting clearance from all intermediate structure |
| Steel erector at column, horizontal lifeline 15 ft away at same elevation | 15 ft (if anchor is at the HLL end away from worker) | yes | Pendulum swing toward HLL anchor; arrest force elevated by pendulum velocity addition | HLL must be designed by a qualified person per ANSI Z359.2; midpoint anchorage reduces maximum swing to 7.5 ft |
| Worker on scaffold, anchor at far end of scaffold 30 ft away | 30 ft | yes | Fall → worker swings across scaffold or below scaffold level; may strike scaffold members, wall, or floor below | Install intermediate anchorage; max horizontal offset should be ≤15 ft for most anchor heights to prevent structure contact |
| Worker ties off to floor D-ring anchor at workstation level | 0 ft (directly below) | no (swing fall) but anchor_height='below' | Not a swing fall — but tie-off below foot level dramatically increases free fall distance; arrest may not occur before floor contact | anchor_height_relative_to_d_ring='below' → recalculate fall clearance; in most cases, below-foot tie-off is non-compliant without engineer analysis confirming adequate clearance |
Tie-Off Height Effect on Total Fall Distance
| Tie-Off Position | anchor_height_relative_to_d_ring | Initial Free Fall Before Lanyard/SRL Activates | Total Fall Distance (6-ft worker, 6-ft shock-absorbing lanyard) | Compliant? |
|---|---|---|---|---|
| Anchor 6 ft above D-ring | above | 0 ft (no free fall — SRL/lanyard begins engaging immediately) | ~8–9 ft (lanyard extension + SA deployment + D-ring to foot) | Yes — optimal; maximizes available clearance below feet |
| Anchor at same level as D-ring | at_level | 0 ft for SRL; 6 ft for standard 6-ft lanyard | ~12–13 ft total for standard lanyard; ~6–7 ft for SRL Class B (2-ft free fall) | Yes for SRL; standard 6-ft lanyard at same level requires 18.5 ft clearance |
| Anchor 3 ft below D-ring (chest-level tie-off to wall anchor when working above anchor) | below | 3 ft before lanyard taut; +full lanyard/SRL arrest distance after | ~15–16 ft for SRL Class B; ~21–22 ft for 6-ft shock lanyard — may exceed floor height | Requires engineer analysis; often non-compliant in standard-height structures |
| Anchor at foot level (floor D-ring) | below | Worker height (6 ft) before any arrest begins | ~13–20 ft — almost certain to exceed clearance in standard construction | Non-compliant without proof of adequate clearance — engineering required |
fall_arrest_lanyard.* Namespace Fields for Leading Edge and Swing Fall Routing
| Field | Values | Roof Deck Installation (LE) | Scaffold Worker (Horizontal Anchor) | Routing Consequence |
|---|---|---|---|---|
leading_edge_rated | yes / no | yes (required) | no (no edge contact) | Leading-edge application + 'no' → flagged non-compliant; must specify ANSI Z359.14 Class A LE or B LE; conventional SRL prohibited |
swing_fall_analysis_required | yes / no | yes (eave anchor, horizontal offset) | yes (HLL with horizontal offset) | yes → written swing fall analysis by qualified person required before SRL deployment; AI agent prompts for horizontal offset and structure clearance documentation |
anchor_height_relative_to_d_ring | above / at_level / below | above (overhead ridge anchor) | at_level (HLL at D-ring height) | below → recalculate total fall clearance; flag likely non-compliance; require engineer signoff; never route 'below' as acceptable without documented analysis |
lifeline_material | polyester_web / wire_rope / stainless_cable / kevlar | stainless_cable | polyester_web or stainless_cable | polyester_web + leading-edge application → non-compliant; stainless_cable required for leading edge; kevlar leader adds additional edge abrasion resistance |
Related Namespace Pages
- Fall Arrest Lanyard — Concrete Anchor Expansion Wedge Undercut Adhesive Epoxy Cast-In Cracked/Uncracked
- Fall Arrest Lanyard — Horizontal Lifeline HLL Catenary Sag Anchor Tension Factor 2-Person Maximum
- Fall Arrest Lanyard — Anchorage 5000 lbf Per Employee OSHA 1926.502 Concrete Expansion Anchor Beam Clamp
Scan your fall arrest lanyard catalog for leading edge and swing fall fields
CatalogScan checks every fall arrest lanyard listing for leading_edge_rated, swing_fall_analysis_required, and anchor_height_relative_to_d_ring fields — ensuring AI agents distinguish between standard SRLs and leading edge-rated equipment, and flag swing fall scenarios requiring qualified person analysis.
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