3.2 Attachment Points and Complete Force Paths

Key Takeaways

  • Check capacity, geometry, loading direction and retention together.

  • Inclined sling tension can exceed the vertical reaction at an attachment.

  • Never alter rated hardware to cure an incompatible fit.

Last updated: October 2026

Trace every connection

A force path follows the lifted weight from the payload through its attachments, slings, connecting hardware, lifting device and hoisting equipment. Every element must be suitable for its own demand. Selecting a master link rated for the total weight does not establish that each lower shackle can carry its inclined-leg tension or that a lug can resist the corresponding horizontal component.

Start with the intended attachment points on the load. Record their locations and permitted directions from drawings, manufacturer instructions or an approved handling plan. Identify whether they support the whole assembly, a removable component or a particular orientation. An eye intended for lifting a motor alone may be overloaded if used after a pump and base have been attached.

The connection must transmit force without binding, where hardware is prevented from aligning with the applied load. A shackle jammed between a lug and a stiffener may develop unintended bending. A hoist-ring bail touching the housing may be unable to pivot into the pull direction. The visible fit at rest is not enough; examine its position under tension and throughout any planned rotation.

Fit is different from rating

Four compatibility checks are particularly useful:

  1. The component has sufficient applicable capacity for the calculated force.
  2. Its dimensions permit proper seating and articulation.
  3. Its loading direction is permitted by the manufacturer.
  4. Its retention method prevents unintended disengagement during the maneuver.

A large shackle pin may not fit an approved lug hole. Substituting a smaller pin into the same shackle body does not preserve the original rating. A sling eye may be too small for the selected hook and become stretched across the tip. A wider bow may admit two eyes but create crowding that prevents them from finding their intended bearing position.

A lifting lug’s load direction matters in two planes. An inclined sling applies both upward and inward components. An out-of-plane pull can add bending at the lug plate and weld. The rigger must verify that the approved lug rating covers the actual resultant direction, rather than comparing only a vertical weight share with a vertical rating.

InterfaceCheck before loading
Lug and shackleCorrect pin, bearing contact, clearance and permitted pull plane
Sling eye and hookEye seated in bowl, latch clear, no tip or side loading
Hoist ring and tapped holeApproved bolt, engagement, surface and torque
Sling and load edgeBend compatibility and adequate retained protection
Clamp and beamCorrect flange range, direction and approved supporting structure

Include forces created by geometry

A 10,000-lb vertical reaction carried by a sling at 30 degrees from horizontal produces 20,000 lb of sling tension. That attachment also experiences an inward horizontal force in the simple model. A 10,000-lb vertical-only lug rating cannot automatically be treated as approval for the resulting inclined pull. The calculation and the component’s permitted loading must describe the same force.

Likewise, a redirect block’s anchor can carry more than the line pull. If equal-tension rope legs both pull the block in nearly the same direction, their forces add. The anchor hardware, sling and supporting structure must be evaluated for the resultant, not just the lifted weight or winch reading. The block chapter develops the calculation; force-path tracing identifies where the answer must be used.

Inspect the surrounding structure

A sound pin and properly seated shackle do not compensate for a cracked weld, corroded load plate or damaged threaded hole. Check the relevant supporting material and escalate defects to the responsible qualified person. There is no universal “10% padeye wear allowance” that a rigger can apply to every engineered lug without its inspection criteria.

For threaded lifting points, material strength and engagement determine whether the load can be transmitted into the object. Correct bolt diameter alone does not establish adequacy. The hole may be shallow, damaged, poorly aligned or located in an unapproved thin section. Manufacturer installation instructions and the object’s approved handling information must both be satisfied.

Connection review scenario

A crew chooses a 12-ton shackle for a lug carrying an estimated 8-ton inclined force. Its pin passes through the hole, but the bow touches a nearby flange before it aligns with the sling. The rating comparison alone looks acceptable. The geometry introduces binding, so the arrangement requires a compatible approved connection or a redesigned pick. Grinding the bow or enlarging the lug hole in the field is not a valid fit adjustment.

After installation, trace the path again with the actual parts and orientations. Confirm that screw pins are fully seated as instructed, bolt-type shackles have the required nuts and retaining pins, and adjustable hardware is secured according to its instructions. Review intermediate positions during a turn, where a fitting may rotate into contact even though both end positions appear clear.

This method avoids a common exam error: choosing the highest catalog rating while ignoring how force enters the component. The correct selection is the component and configuration that satisfy capacity, geometry, direction and retention together.

Sources: CCO reference materials, Crosby application information.

Test Your Knowledge

A correctly rated shackle binds against a flange before aligning with the sling. What must happen?

A

Grind the shackle bow until it clears

B

Continue because the WLL exceeds load weight

C

Replace its pin with a smaller commercial bolt

D

Use a compatible approved connection or revise the pick geometry

Sections you finish are checked off in the contents.