PLAN WITH PRECISION

Every great lift starts here.

Build your geometry. Understand your forces. Prepare your lift.

DRAFT PLAN

Load shape

Add a geometric shape or an isometric load model to this plan.

Spreader bars & frames

Design single, stacked and multi-point spreader arrangements.

Load & geometry

Two straight legs · same-height pick points

Load descriptionTotal supported load

Distance between pick points

CG from left pick point

Hook rise above pick points

Allowable tension per leg

Enter the manufacturer-verified allowable leg tension for the actual configuration. No automatic hitch reductions.

Hook stays vertically above CG. Required leg lengths are calculated from this geometry.

Rigging preview

2-LEG BRIDLE

FRONT ELEVATION • SCHEMATIC

Sling legs Center of gravityNot to scale

Max. leg tension

4,146lbStatic load only

Peak utilization

63.8%Against entered allowable tension

Horizontal force

2,057lbAt each pick point

Preliminary calculation · review required

This model excludes dynamic loading, hitch effects, load bending and out-of-plane stability.

Leg-by-leg breakdown

Sling leg	Vertical reaction	Required length	Angle from horizontal	Leg tension
Leg 1	3,600 lb	16.12 ft	60.3°	4,146 lb
Leg 2	3,600 lb	16.12 ft	60.3°	4,146 lb

Before the lift

Record your review. These checks do not certify a lift.

Weight and CG verifiedRigging tags and inspection checkedPick points and load structure verifiedActual hitch and sling lengths confirmedQualified person reviewed the complete plan