WARNING: This is a TRAINING RESOURCE only. It does NOT replace real-world safety training, supervision, or compliance with WHS legislation.
High Risk Interactive

Roof Anchor Point — Fall Protection

RIIWHS204E · WORK AT HEIGHT

3D Model — Orbit & Inspect

Click & drag to orbit • Scroll to zoom • Right-click to pan

Anatomy of a Roof Anchor Point

Base Plate

Steel plate bolted or welded to the structural member. Distributes load forces across a wider area to prevent pull-through failure.

Post / Stanchion

Vertical steel post rising from the base plate. Provides the attachment height needed for lanyard connection and fall clearance calculations.

D-Ring / Attachment Eye

The connection point at the top of the post where the lanyard or SRL clips on. Must allow free rotation to prevent lanyard twisting under load.

Fixing Bolts

High-tensile bolts securing the base plate to the structural member. Must be torqued to manufacturer specification. Chemical anchors used in concrete.

Structural Member Connection

The anchor must be fixed to a load-bearing structural element — steel beam, concrete slab, or engineered timber. Never attached to purlins, battens, or sheet metal alone.

Types of Anchor Points

TypeDescriptionUse Case
Permanent (Fixed) Bolted or welded to structure Rooftops, plant rooms, facades
Temporary (Portable) Weighted base or clamp-on Short-term work, no penetration
Single-Point One attachment eye, one worker Most common roof anchor
Horizontal Lifeline Cable strung between anchors Long roof runs, multiple workers

Temporary anchors must still meet the 15 kN rating requirement. They are NOT a lesser standard — they are simply removable.

Rating & Load Requirements

All fall-arrest anchor points must comply with AS/NZS 1891.4:

Minimum Anchor Strength

15 kN per person

Equivalent to approximately 1,530 kg of force

RequirementDetail
Minimum strength15 kN (AS/NZS 1891.4)
InstallationBy competent person per manufacturer specs
Load testingMust be tested before first use
CertificationTag with install date, installer, next inspection
Max persons per anchor1 (unless rated for more)
Re-inspection intervalAt least every 12 months by competent person

Critical Rules

  • Only use certified anchor points — never improvise an attachment point
  • Check for corrosion and damage before every use — visual and tactile inspection
  • Never attach to pipes, handrails, or non-structural elements — they will fail under fall-arrest loads
  • Max 1 person per anchor unless the anchor is specifically rated and certified for multiple connections
  • Never modify an anchor without engineer approval — drilling, welding, or bending voids certification
  • Confirm the anchor type matches your system — fall arrest, restraint, and rope access have different requirements

Common Fatal Mistakes

  • Clipping onto a purlin or roof batten instead of a structural member
  • Using a restraint-rated anchor for fall arrest
  • Attaching two workers to a single-person anchor point
  • Using an anchor with no certification tag or expired inspection

Spacing & Pendulum Effect

Anchor placement must prevent workers from reaching an unprotected edge — even at full lanyard length.

Pendulum (Swing Fall) Risk

Swing arc = lanyard length × sin(θ)

θ = angle from directly below the anchor point

  • Work directly below the anchor wherever possible to minimise swing distance
  • If you must work to the side, a fall will create a pendulum swing toward the point directly below the anchor
  • Swing falls can slam workers into structures — walls, columns, plant equipment
  • Position anchors so the worker cannot reach an unprotected edge at full lanyard extension
  • Use a shorter lanyard or SRL when working near edges to limit swing arc
  • Multiple anchors may be needed on large roof areas to keep workers within safe zones

Inspection & Rejection Criteria

Inspect anchor points before every use. Remove from service if ANY of the following are found:

Reject Immediately If

  • Loose fixings: bolts that can be turned by hand or show movement
  • Corrosion: visible rust, pitting, or flaking on post, base plate, or bolts
  • Bent post: any deformation of the stanchion indicating previous loading
  • Cracked base plate: weld cracks, stress fractures, or plate deformation
  • No certification tag: no tag = no proof of installation or testing = no use
  • Modified without engineer approval: any drilling, welding, grinding, or alteration voids the certification
  • Evidence of previous fall arrest: anchor has absorbed a fall — must be re-certified before reuse

Good Condition Indicators

  • All bolts tight and correctly torqued
  • No corrosion, cracks, or deformation
  • Post straight and plumb
  • D-ring rotates freely, no binding
  • Certification tag present with current inspection date
  • Base plate flush against structural member, no gaps

Applicable Standards

StandardTitle
AS/NZS 1891.4 Industrial fall-arrest systems and devices — Selection, use and maintenance
AS/NZS 1891.1 Industrial fall-arrest systems and devices — Harnesses and ancillary equipment
AS 4488 Industrial rope access systems
WHS Reg 2017 Part 4.4 — Falls (NSW/harmonised jurisdictions)

AS/NZS 1891.4 is the primary standard governing anchor devices for industrial fall-arrest systems in Australia and New Zealand. All anchor points must be designed, installed, tested, and maintained in accordance with this standard.