Padeye Calculator

Padeye Design Calculator —
DNV-ST-0378 & NORSOK R-002

Free online padeye calculator. Checks pin hole diameter, shackle clearance, weld throat, plate dimensions and SWL against DNV-ST-0378 and NORSOK R-002 requirements. Every check cites the source clause.

DNV-ST-0378:2023NORSOK R-002EN 13889ISO 4309
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Run a padeye check below

Quick check against DNV-ST-E273 App. A. Adjust the inputs, hit Calculate, and you'll see the same per-clause UR breakdown you'd get inside Leide.

Inputs

Power users — full form (cheek thickness, edge distance, pin diameter, custom yield) inside the app at /app.

Geometry
HWRødSWL
H100 mm
W200 mm
R25 mm
ød50 mm
SWL25 t · DAF 1.3
θ0° from vertical
Schematic — diagram is not to scale; dimension labels reflect the inputs above.
Hit Calculate to run the check. Result shows pin shear · bearing · cheek tear-out with clause-cited UR per DNV-ST-E273 App. A.
What you get
Five DNV-ST-0378 App. E checks

Pin shear, bearing (tight-fit), cheek tear-out, side-load β factor, and combined stress — each with the clause reference and the input that drove it.

NORSOK R-002 cross-check

Where DNV-ST-0378 and NORSOK R-002 disagree, Leide flags the conservative path and shows both clauses.

Shackle + sling chained

Pin diameter feeds shackle WLL; sling angle feeds DAF + skew. Get a complete lift assessment, not just one check.

Clause citations on every output

Each utilisation ratio shows which clause set the allowable. Verifiable against the original standard PDF.

What is a padeye in offshore engineering?

A padeye (also called a lifting lug or pad eye) is a structural attachment point welded to offshore equipment, vessels, or structures to enable lifting by crane or rigging. It consists of a circular or tapered steel plate with a machined pin hole, sized to accept a shackle or hook from the lifting tackle.

  • Primary plate: The main steel plate carrying tensile and bearing loads through the pin hole, typically fabricated from S355 or higher grade steel.
  • Cheek plates: Reinforcing plates welded on each face of the primary plate, increasing the bearing area and reducing stress concentration around the pin hole.
  • Weld connection: Fillet or full-penetration welds transfer the load from the padeye into the parent structure — weld sizing is a critical design output.
  • SWL marking: Per NORSOK R-002 §5.3.3, the Safe Working Load must be legibly and permanently marked on every lifting attachment.
  • Pin hole diameter: Sized to provide minimum clearance over the shackle pin whilst preventing excessive lateral movement that causes out-of-plane bending.

Which standard governs padeye design?

Two Norwegian/DNV standards form the primary regulatory framework for offshore padeye design:

  • DNV-ST-0378:2023Standard for Offshore and Platform Lifting Appliances. Governs design of lifting attachments fitted to structures and equipment lifted offshore. Section 6 covers structural requirements for lifting lugs and padeyes including net section, hole tolerance, and geometry. Section 7 covers weld design.
  • NORSOK R-002:2019Lifting Equipment. Applies to all lifting equipment used on the Norwegian Continental Shelf. Requires marking, inspection, and design verification of lifting attachments. References DNV-ST-0378 for structural design but adds requirements for marking and certification.
  • ISO 2768 — General tolerances for machined parts. Applied to pin hole diameter tolerances per DNV-ST-0378 §6.3.4 requirements on clearance.
  • EN 10025 / DNV-OS-B101 — Material standards governing yield strength of structural steel grades (S235 through S420) used in padeye plates.

Padeye design requirements per DNV-ST-0378

  • Pin hole clearance DNV-ST-0378 §6.3.4 — The pin hole diameter shall be not less than the nominal shackle pin diameter plus 6 mm minimum clearance. Excessive clearance (more than 6% of pin diameter) is also flagged, as it can induce bending.
  • Net section width DNV-ST-0378 §6.3.2 — The net section on each side of the hole (b − d)/2 shall be not less than 0.75 × d (hole diameter). This ensures adequate net area against shear and tension tearout.
  • Plate bearing stress DNV-ST-0378 §6.4.1 — Contact bearing stress σ = F/(d × t) shall not exceed the material yield strength f_y. For offshore lifting, the SWL is the design load; DAF and rigging factors should be applied separately per DNV-ST-0378 §4.
  • Weld throat minimum DNV-ST-0378 §7.3.4 — For fillet welds connecting padeye plates, the effective throat a shall not be less than 0.7 × t_min (where t_min is the thinner of the two plates joined). Full-penetration welds may be required for primary lifting attachments above 50t SWL.
  • Geometry — hole eccentricity DNV-ST-0378 §6.3.1 — The distance from the centre of the pin hole to the free edge shall be not less than the hole radius plus 75% of the hole diameter on each side, ensuring the plate does not fail in shear plug or edge tearout.
  • SWL marking NORSOK R-002 §5.3.3 — All lifting attachments shall be permanently marked with the SWL in tonnes. Marking shall be stamped, welded, or otherwise indelible — paint alone is not acceptable.
  • Material certification DNV-ST-0378 §5.2 — Steel plates for padeyes shall be certified to EN 10204 3.1 or 3.2 minimum. For padeyes above 25t SWL, DNV-OS-B101 material certification is typically required by the certifying authority.

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