A padeye sits at the intersection of two completely different regulatory worlds. DNV-ST-0378 controls how the padeye is designed — the geometry, material, weld class, load cases, and proof load test. NORSOK R-002 controls how it is used — the lift categorisation, rigging plan, sling angles, DAF application, and sign-off chain. Both standards address the same physical object from fundamentally different angles, and both must be satisfied for a lift to proceed legally on the Norwegian Continental Shelf.
This article maps exactly where each standard's authority begins and ends, clause by clause, so you can design, certify, and operate without doubling effort or leaving gaps.
- Standard scope overview
- Where the responsibility splits
- Padeye design under DNV-ST-0378
- Lifting operations under NORSOK R-002
- Clause cross-walk: shared territory
- Dynamic Amplification Factor (DAF): who sets it?
- Sling angles: design assumption vs. rigging reality
- Practical workflow: design → certify → operate
- Common gaps and non-conformances
- Padeye sign-off checklist
1. Standard Scope Overview
Both standards are part of the Norwegian offshore lifting framework, but they address different lifecycle phases:
| Standard | Governing body | Primary scope | What it controls about a padeye |
|---|---|---|---|
| DNV-ST-0378 | DNV (class rules) | Offshore crane and lifting appliance design | Geometry, plate thickness, cheek plate sizing, weld classification, material grade, SWL marking, proof load test, FEM requirements |
| NORSOK R-002 | NORSOK (NCS operations standard) | Lifting operations on NCS installations | Lift categorisation, rigging plan requirements, sling angle limits, DAF application, pre-lift documentation, lift supervisor sign-off |
| DNV-RP-0232 | DNV (recommended practice) | Lifting equipment certification | Proof load test intervals, SWL certificate (EN 10204), annual inspection, marking requirements |
Think of them as a baton relay: DNV-ST-0378 hands off a designed and certified padeye to NORSOK R-002, which governs every lift thereafter. DNV-RP-0232 runs alongside both, ensuring equipment stays certified over its operating life.
2. Where the Responsibility Splits
- Padeye plate and cheek plate sizing
- Pin hole diameter and tolerances
- Weld quality class (B, C, D, E)
- Material grade and CTOD testing
- SWL calculation and load case combinations
- Proof load test (1.25× or 1.5× SWL)
- FEM requirements for complex geometry
- NDT extent and methods on welds
- Fatigue life (in-service cyclic loads)
- Lift category (ordinary / special / critical)
- Rigging plan preparation and approval
- Maximum sling angle (typically 60° from vertical)
- DAF selection based on lift conditions
- Crane load chart verification
- Pre-lift meeting and sign-off requirements
- Lift supervisor authority to stop the lift
- Rigging gear inspection before each lift
- Competence requirements for lifting personnel
3. Padeye Design under DNV-ST-0378
DNV-ST-0378 Section 5 ("Lifting Appliances") is the primary reference for padeye structural design. Key requirements:
Geometry and sizing ST-0378 §5.3
The standard defines minimum plate thickness relative to the pin diameter, minimum cheek plate coverage, and limits on the ratio of the hole radius to the overall plate radius. The padeye must be designed for the resultant load — combining in-plane and out-of-plane components — not just the nominal lift load.
Load cases that DNV-ST-0378 requires the padeye to survive:
| Load case | Description | Typical load factor |
|---|---|---|
| Nominal lift | Rigged weight × DAF, vertical | 1.35 (ULS) |
| Skew load | Out-of-plane sling load from manufacturing tolerance or rigging asymmetry | 5–10% of SWL applied laterally |
| Dynamic amplification | Impact during pick-up and landing | Per §5.3.3 — see Section 6 below |
| Load sharing imbalance | For multi-hook lifts — load redistribution if one leg goes slack | Typically 1.25 on individual lug |
Weld requirements ST-0378 §5.5
Padeye-to-structure welds are classified as weld quality class B or C depending on fatigue exposure. Full-penetration welds are required at the padeye base unless the geometry is specifically assessed against partial penetration weld capacity. NDT extent is defined in the standard: typically 100% MPI on fillet welds and 100% UT/RT on full-penetration welds in high-stress zones.
Proof load test ST-0378 §5.3.3
Before a padeye enters service, a proof load test is required. The proof load is 1.25× SWL for standard padeyes and 1.5× SWL where DNV class notation applies. The test must be witnessed and documented per DNV-RP-0232, with a test certificate issued under EN 10204 §3.2 for class-notated equipment.
SWL marking ST-0378 §5.3.3
The SWL must be permanently marked on the padeye — typically stamped or stencilled. The SWL stated on the padeye is the maximum allowed hook load including DAF effects. This is the number that NORSOK R-002 rigging plans must not exceed.
4. Lifting Operations under NORSOK R-002
Once the padeye is designed, certified, and marked, NORSOK R-002 takes over for every operational lift. The standard's key requirements:
Lift categorisation
R-002 requires every planned lift to be categorised before a rigging plan is prepared:
| Category | Examples involving padeyes | Rigging plan requirement |
|---|---|---|
| Ordinary | Routine tubular change-out with standard 4-leg bridle, padeyes pre-certified, standard crane | Standard rigging plan; lift supervisor sign-off |
| Special | Lift near live process, blind lift, multiple padeyes with asymmetric CoG, spreader beam required | Engineered rigging drawing; load path verification; installation management approval |
| Critical | Lift over live well, module lift >50t on NCS, first-time lift of custom-fabricated structure with new padeye layout | Full critical lift procedure; independent rigging engineer check; executive sign-off; pre-lift meeting mandatory |
Rigging plan minimum content
For any lift involving a padeye, the NORSOK R-002 rigging plan must show:
- Padeye SWL (from marking or certificate)
- Rigged weight (including all spreaders, shackles, slings)
- Hook load = rigged weight × DAF
- Sling configuration — leg count, lengths, angles from vertical
- Sling leg load calculation (hook load ÷ legs × angle correction factor)
- Verification that sling leg load ≤ SWL of each padeye
- Shackle and sling SWL (must exceed sling leg load with margin)
- Certificate references for all lifting equipment
5. Clause Cross-Walk: Shared Territory
Several requirements appear in both standards. Understanding which standard takes precedence in each case prevents over- or under-engineering:
| Topic | DNV-ST-0378 requirement | NORSOK R-002 requirement | How to resolve |
|---|---|---|---|
| DAF / dynamic loads | §5.3.3 — DAF used in padeye structural design (typically 1.3–1.5 offshore) | DAF applied to rigged weight to get hook load for rigging plan | Use the same DAF in both. If R-002 rigging specifies a higher DAF (e.g., for heavy lift from a vessel), padeye design must accommodate it. |
| Sling angles | §5.3 — Design padeye for resultant load at specified sling angle | Rigging plan must show angles; typically ≤60° from vertical | Design padeye for worst-case sling angle expected in service. Rigging plan must not exceed the design angle. |
| Skew loads | §5.3 — Apply 5–10% out-of-plane as a design load case | Not explicitly quantified; rigging plan notes any expected asymmetry | DNV-ST-0378 governs the structural check. R-002 rigging plan should flag unusual CoG or asymmetric sling layouts for engineering review. |
| Load sharing | Multi-lug design must account for unequal load sharing | Rigging plan verifies load sharing based on sling geometry | The rigging engineer's load sharing analysis (R-002) must be consistent with the design assumption (ST-0378). Mismatches require re-certification. |
| Proof load test | 1.25× or 1.5× SWL; defines test load and acceptance criteria | Requires proof test certificate to be in the documentation package | ST-0378 defines the test; R-002 requires the certificate. Both must be satisfied. |
6. Dynamic Amplification Factor (DAF): Who Sets It?
DAF is the most common source of confusion between the two standards. Both reference it; neither owns it exclusively.
DNV-ST-0378 perspective: The padeye designer selects a DAF for structural analysis — typically 1.3 for inshore/harbour lifts or 1.5 for open-water offshore lifts from a vessel — and designs the padeye to survive the resulting load. This DAF is embedded in the SWL calculation. The SWL already accounts for a specific DAF assumption.
NORSOK R-002 perspective: The lift planner applies DAF to the rigged weight to compute the hook load that goes on the rigging plan. The hook load must be ≤ SWL. If the R-002 rigging engineer uses a higher DAF than the ST-0378 design assumed, the hook load can exceed SWL — which is a non-conformance.
7. Sling Angles: Design Assumption vs. Rigging Reality
Sling angle is the second major interface between the two standards. DNV-ST-0378 requires the padeye to be designed for the resultant load — which depends on sling angle, number of legs, and any out-of-plane component. NORSOK R-002 requires the rigging plan to document actual sling angles and verify that leg loads are within SWL.
The mismatch risk: a padeye designed for 4 slings at 45° may be over-loaded if the rigging plan uses 60° angles — the leg load increases by approximately 15% as the angle increases from 45° to 60° from vertical. The rigging engineer must ensure actual angles match (or are less severe than) the design assumption.
| Sling angle from vertical | Load multiplication factor (per leg) | 4-leg load share vs. vertical |
|---|---|---|
| 0° (vertical) | 1.00 | 0.25 × hook load |
| 30° | 1.15 | 0.29 × hook load |
| 45° | 1.41 | 0.35 × hook load |
| 60° | 2.00 | 0.50 × hook load |
| >60° | >2.0 — NORSOK R-002 typically prohibits without special assessment | — |
8. Practical Workflow: Design → Certify → Operate
9. Common Gaps and Non-Conformances
10. Padeye Sign-Off Checklist
Before any NCS lift involving a padeye, confirm all of the following:
| Item | Standard | Check |
|---|---|---|
| Padeye design calculation completed and signed | ST-0378 §5.3 | ✓ |
| DAF used in design documented on certificate | ST-0378 §5.3.3 | ✓ |
| Material grade per NORSOK M-001 / DNV-OS-B101; EN 10204 §3.1 or §3.2 cert available | ST-0378 §5.4 | ✓ |
| NDT completed per ST-0378 §5.5 extent (MPI on welds, UT/RT where required) | ST-0378 §5.5 | ✓ |
| Proof load test performed (1.25× or 1.5× SWL); certificate available | RP-0232 | ✓ |
| SWL permanently marked on padeye | ST-0378 §5.3.3 | ✓ |
| Lift categorised (ordinary / special / critical) per R-002 | R-002 | ✓ |
| Rigging plan shows: rigged weight, DAF, hook load, sling angles, leg loads, all ≤ SWL | R-002 | ✓ |
| Rigging plan DAF ≥ design DAF on padeye certificate | ST-0378 + R-002 | ✓ |
| All rigging gear (slings, shackles) within annual inspection date | RP-0232 | ✓ |
| Required approvals obtained (lift supervisor / installation management / executive per category) | R-002 | ✓ |
| Pre-lift meeting completed (mandatory for critical lifts) | R-002 | ✓ |
Ask clause-cited questions about padeye design and lifting operations
Leide's AI Navigator has DNV-ST-0378 fully indexed. Ask about padeye plate sizing, cheek plate requirements, weld quality class, SWL calculations, or load case combinations — and get answers backed by exact clause references. Also use the padeye calculator for quick structural checks.