Rigging tension calculator
Tension per leg = load ÷ (2 × cos(angle / 2))
300
45°
10°90° (guideline)120° (100% load/leg)170°
Multiplier vs vertical
1.41×
Practical guidelines
- Avoid wide angles whenever possible.
- Keep the critical (field) angle at 90° or less when conditions allow.
- At 90°, each leg carries approximately 71% of the load.
- At 120°, each anchor leg carries 100% of the load.
- Beyond 120°, leg tension exceeds the total suspended load.