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

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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

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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.