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Sling angle calculator

Calculate tension per sling leg and the load angle factor, with every angle measured from horizontal. Enter the angle directly, derive it from sling geometry, or explore two unequal legs supporting a load with an offset centre of gravity (CG).

Method checked against U.S. Department of Energy, Hoisting and Rigging Fundamentals on 17 Oct 2026. A calculation aid for study and estimating, not a substitute for the sling manufacturer's rated capacities, the lift plan or a qualified rigger.

Calculate sling tension

Static forces only. No working load limit or lift approval is calculated.

Headroom is vertical rise from the common attachment plane to the hook. Use straight, taut sling lengths. Three/four-leg results assume equal sharing and are not an assembly rating. A single freely suspended leg must be vertical. kg and t results are weight-equivalent forces (kgf and tf); lb results are lbf. Metric t is not a US short ton.

Tension per leg
5,773.503 lbf
Smallest angle from horizontal
60°
Load angle factor 1 / sin θ
1.155 ×

Angle guidance: 45° or above: angle factor is at most √2. This is not a capacity or safety approval. Sources and band explanation.

Leg 1: θ 60°; factor 1.155; vertical share 5,000 lbf; tension 5,773.503 lbf; inward horizontal force 2,886.751 lbf.

Leg 2: θ 60°; factor 1.155; vertical share 5,000 lbf; tension 5,773.503 lbf; inward horizontal force 2,886.751 lbf.

T = 10,000 / (2 × sin 60°) = 5,773.503 lbf.

2 ideal load-sharing legs: radial sectionHook above the centre of gravity. Left angle 60 degrees, tension 5,773.503 lbf. Right angle 60 degrees, tension 5,773.503 lbf. Angles measured from horizontal; schematic only.HookW = 10,000 lb; CG under hookLeft θ = 60°Right θ = 60°
Schematic elevation; angles are from the horizontal attachment plane. Dashed line passes through the CG.

Export includes the current inputs, results, assumptions, method notice and references.

Sling angle formula and load factor

For n identical, equally loaded legs at the same horizontal angle θ, vertical equilibrium gives n × T × sin θ = W. Therefore T = W / (n × sin θ) and the load angle factor = 1 / sin θ. W is the total supported load weight and T is the axial tension in each leg. The inward horizontal force at each attachment is T × cos θ.

This is our force-component derivation from OpenStax, Conditions for Static Equilibrium. The U.S. Department of Energy, Hoisting and Rigging Fundamentals describes the corresponding sling load-angle method. As θ falls, the vertical component becomes a smaller fraction of tension, so tension increases.

The 1–4 leg selector is an ideal equal-sharing model. Two opposed legs balance horizontally; three/four legs require symmetric arrangement around the CG. Actual three- and four-leg assemblies can distribute weight unevenly because of length tolerances, load stiffness and attachment geometry. Do not infer an assembly rating by multiplying a single-leg rating by the leg count. A single freely suspended leg must be vertical; an angled single leg would need another horizontal reaction, outside this model.

For three- or four-leg hitches, common rigging practice assumes only 2 legs carry the load unless the lift is engineered to share it. Use the two-leg tension as the conservative figure at the same angle; it is not an assembly rating. See DOE, Bridle Hitches (page 52).

Find sling angle from length, headroom or spread

For a straight leg of length L and vertical headroom H, sin θ = H / L, so θ = arcsin(H / L). For full spread S, the horizontal reach of each symmetric leg is S/2: θ = arccos[S / (2L)], and H = √[L² − (S/2)²]. These are right-triangle identities used in the DOE sling-geometry method. Use consistent length units and positive headroom. For three/four legs, S means twice the radial reach from the vertical hook axis, not spacing between adjacent pick points.

For example, L = 10 ft and H = 8 ft gives θ = arcsin(0.8) = 53.130° and factor 1.25. The same result follows from a 12 ft full spread with 10 ft legs.

Worked example: 10,000 lb on two legs at 60°

T = 10,000 / (2 × sin 60°) = 5,773.503 lbf per leg. The angle factor is 1.154701; each leg supplies 5,000 lbf vertically. At 30°, the factor becomes 2 and each leg carries 10,000 lbf of tension for the same load. These fictional inputs illustrate statics; they do not specify a sling or an exam question.

Unequal two-sling geometry and CG offset

Assume a rigid level load with attachments at the same height, negligible sling weight, and a common hook vertically above its CG. Let S be the full attachment spread, e the signed CG offset from the midpoint (positive right), and H the headroom. Define a = S/2 + e (left attachment to CG) and b = S/2 − e (CG to right attachment); both must be positive.

  • Moment balance gives left vertical share Vₗ = W × b/S and right vertical share Vᵣ = W × a/S.
  • Left angle θₗ = atan2(H, a); right angle θᵣ = atan2(H, b).
  • Left tension Tₗ = Vₗ / sin θₗ; right tension Tᵣ = Vᵣ / sin θᵣ.
  • The required straight lengths are Lₗ = √(H² + a²) and Lᵣ = √(H² + b²).

These equations are our derivation using OpenStax's force and torque equilibrium conditions. With W = 10,000 lb, S = 12 ft, e = +2 ft and H = 8 ft, a = 8 ft and b = 4 ft. Vₗ = 3,333.333 lbf and Vᵣ = 6,666.667 lbf. Angles are 45° and 63.435°; tensions are 4,714.045 lbf left and 7,453.560 lbf right. Both inward horizontal forces are 3,333.333 lbf. Changing sling lengths without satisfying this geometry can tilt the load.

What the angle warning bands mean

This tool rejects angles below 5° in every input mode. This numerical minimum is a tool limit, not permission to use a low angle.

Below 45°, this tool shows a caution because the calculated factor exceeds √2 (about 1.414). That band is an educational prompt chosen for this tool, not a regulatory minimum or a safe/unsafe classification.

Below 30°, the factor exceeds 2. OSHA's Guidance on Safe Sling Use: Alloy Steel Chain Slings advises against horizontal angles under 30° unless recommended by the manufacturer or a qualified person. Consult guidance for the actual sling type. Results at or above 30° or 45° do not establish an acceptable lift.

Units, rated capacities and limits

Enter weight in lb, kg or metric tonnes (t). Output uses lbf, kgf equivalent or tf equivalent respectively; kg and t are mass units, so those results represent the equivalent supported weight under standard gravity. A metric tonne is 1,000 kg, not a 2,000 lb US short ton. Switching units converts the entered values. Conversions use 1 lb = 0.45359237 kg and 1 ft = 0.3048 m from NIST's SI conversion factors.

The ideal statics apply to chain and other straight, taut sling legs. A chain sling angle calculator does not determine chain grade, component suitability, working load limit or hitch capacity. Use the sling's tag and manufacturer instructions for rated capacities and hitch reductions. Refer to OSHA 1926.251 and ASME B30.9 as applicable; no standard tables or manufacturer capacity charts are reproduced here.

This model omits shock, acceleration, wind, load flexure, sling stretch, load rotation, rigging self-weight, edge protection, bending at connections, temperature, hitch reductions and hardware side loading. Specify the actual total supported weight separately. At 90° the horizontal component is zero; multiple vertical legs are a limiting model requiring separate support points rather than a single converging hook.

For crane-chart deductions, use the net capacity calculator. Read how to read a crane load chart for the chart workflow.