Rigging & Bridle Sling Tension Solver

Solve per-leg tension in bridle slings from load weight, number of legs, and sling angle from horizontal, with angle derating and rated-capacity checks.

Lift Configuration

Lifting safety: These calculations are educational planning tools. Always rig per the sling manufacturer's ratings, applicable standards (ASME B30.9, OSHA 1926.753), and the qualified rigger's judgment.

Bridle Tension Results

Tension per Leg

lb per sling leg

Load Share per Leg

lb (W ÷ effective legs)

Derated Capacity at θ

WLL × sin(θ), lb

Horizontal Force / Leg

lb on each anchor point

Utilization

tension ÷ derated capacity

Safety Check

vs. rated capacity per leg

Sling Angle (from horizontal) Derating Factor sin(θ) Derated Capacity % Guidance
90° (vertical) 1.000 100% Full rated capacity
60° 0.866 86.6% Typical preferred minimum
45° 0.707 70.7% Use with care
30° 0.500 50% Absolute minimum — avoid
15° 0.259 25.9% Prohibited for most lifts
10° 0.174 17.4% Extreme loading — never use

Formula Breakdown

Waiting for input…

Informative Guides & Helper Articles

How to Use the Rigging Tension Solver

Computes per-sling loads in multi-leg rigging from load weight and sling angles.

  1. Enter load weight and number of slings.
  2. Enter each leg angle from horizontal.
  3. Read per-sling tension; verify against WLL ratings.

Sling Angles Multiply Tension

Tension = (Load/legs) / sin(theta)

Per-leg tension = (Load / legs) / sin(theta): at 60 degrees each of two legs carries 1.155x half the load; at 30 it is 2x; at 15, 3.86x. Example: 4,000 kg on two slings at 45 degrees = (2,000)/0.707 = 2,828 kg per leg - 41% more than the naive half, checked against WLL (breaking / design factor, 5:1 chain). Practice bars legs below 30 degrees; the fix is a spreader bar, keeping tensions at the mathematical minimum.

Rigging Tension Solver FAQ

Why do shallow angles multiply load?

Vertical support = tension x sin(angle). At 30 degrees each leg pulls twice its share; at 15, nearly four times.

Minimum sling angle?

Never below 30 degrees from horizontal. Below that, tension and instability spike - use a spreader bar.

WLL vs breaking strength?

WLL = breaking / design factor (5:1 chain, 7:1 many synthetics). Re-rate for chokes and angles.