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LEEA Hardware SWL Tools

Working-Load-Limit and selection tools for the most-used lifting accessories — eyebolts, shackles, vacuum and magnetic lifters, plate clamps and beam clamps. Each calculator follows the relevant LEEA COPSURE chapter and EN / ASME standard.

33Eyebolt / Eyenut SWL Derating

Per BS 4278 / LEEA COPSURE 1.5, an eyebolt loaded off-axis loses capacity rapidly. Standard (non-collared) eyebolts must be loaded along the bolt axis. Collared (shoulder) eyebolts can take limited side load. Lateral pull (90°) on a non-collared eyebolt is prohibited.

90°

Derated SWL

kg per eyebolt
Axial SWL (0°)
Angle factor
ReferenceBS 4278 · LEEA COPSURE 1.5

34Shackle SWL Lookup

SWL lookup for D (chain) and bow (anchor) shackles per EN 13889:2003 and US Federal Specification RR-C-271. Side-loading reduces SWL — bow shackles tolerate side-load better than D-shackles. Reference LEEA COPSURE 6.4.

90°

Working Load Limit

tonnes effective SWL
Rated SWL (in-line)
Side-load factor
Pin diameter
ReferenceEN 13889 · LEEA COPSURE 6.4

35Vacuum Lifter Capacity

Theoretical lift force of a vacuum lifter: F = ΔP × A_total. Apply the LEEA-recommended safety factor (≥ 2 for routine lifts, ≥ 4 where personnel could be exposed). Per LEEA COPSURE 8 and EN 13155.

2060 kPa90
A 60 kPa vacuum at sea level gives ΔP ≈ 60 kPa = 6.12 N/cm².
Round pad: A = π·r². 170 mm dia ≈ 227 cm².

Lift capacity

kg allowable load
Theoretical lift force
Total contact area
Surface efficiency
Applied SF
ReferenceLEEA COPSURE 8 · EN 13155

36Magnetic Lifter Derating

Permanent / electro-permanent magnetic lifter capacity is rated on a thick, flat, low-carbon plate with a clean, smooth surface. Real plates derate the rated SWL. Per LEEA COPSURE 9 and EN 13155.

Rated capacity assumes thickness ≥ manufacturer's reference (often 50 mm). Below this, force drops sharply.

Working capacity

kg effective SWL
Thickness factor
Material factor
Surface factor
Shape factor
Combined derate
ReferenceLEEA COPSURE 9 · EN 13155

37Plate Clamp Working Load

Selection check for vertical plate clamps per LEEA COPSURE 16. The plate must fall within the clamp's jaw range, and the load must be within the clamp's WLL. Most clamps require the plate to be free of rust and paint at the gripping zone.

Selection

Per-clamp load
Clamp utilisation
Thickness range check
Surface check
ReferenceLEEA COPSURE 16

38Beam Clamp / Trolley Flange Check

Verifies beam-flange compatibility and side-load envelope per LEEA COPSURE 13 and EN 13155. The flange must fall inside the clamp's published flange-thickness AND flange-width range, and any side pull (non-vertical) must fall inside the manufacturer's allowable angle (typically ≤ 6°).

20°

Selection

WLL utilisation
Flange thickness check
Flange width check
Side-pull check
Effective load (with angle)
ReferenceLEEA COPSURE 13 · EN 13155

For training purposes only. All hardware selection must follow the manufacturer's published WLL and the relevant standard. Quoted derating factors are typical industry values — your equipment's data plate is authoritative.