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Sling Angles Explained: Included Angles, Angle Factors and Calculations for Dogging & Rigging

Learn how sling angles affect sling leg tension in lifting operations. This guide explains included angles, angle factors, sling leg tension calculations, preferred and maximum limits, and how to select the correct size slings for safe dogging and rigging tasks.

What is an included sling angle?

Two riggers checking sling angle calculations before lifting a concrete load with chain slings during a crane lifting operation on a construction site.

The included angle is the angle formed between two sling legs connected to a load. With multiple slings, it is the largest angle, typically diagonally across.

In a symmetrical two-leg lift:

  • Smaller angle = lower sling tension

  • Larger angle = higher sling tension

The angle is measured at the top connection point between the two sling legs — not at the load.

This distinction is important in VOC exams which is why we have included questions relating to sling angles our dogging VOC.

Why do sling angles increase sling tension?

Rigging sling tension diagram showing how sling leg tension increases as the included angle widens, illustrating 90°, 120° and 160° lifting angles for a 10 tonne load.

All multi-leg slings generate two forces:

  1. Vertical force (lifting the load) ↑↓

  2. Horizontal force (pulling outward) ←→

As the sling legs flatten:

  • Horizontal forces increase

  • Sling tension increases

  • Hardware and anchor stress increases

The load weight does not change — but the force in each leg does.

This is why flatter lifts are dangerous.

How to calculate sling tension

Rigger calculating sling angles and lift geometry on a clipboard while planning a crane lift with a concrete load on a construction site.

Now that we understand why sling tension increases as the included angle increases, the next step is knowing how to calculate that tension in practice.

In Australian dogging and rigging training, this is done using Angle Factors.

Angle factors allow doggers and riggers to quickly calculate sling leg tension without needing to use trigonometry on site.

These factors are an important tool for doggers and riggers to ensure correct sling/ rigging gear is selected for the load to be lifted.

Note: The mathematics shown here is for understanding only—on site, doggers and riggers typically rely on standard angle factor charts, so there is no need to feel overwhelmed by the calculations.

Typical angle factors

In Australian dogging and rigging practice, angle factors are commonly used to quickly estimate sling leg tension without needing to run trigonometry on site.

The table below shows the typical angle factors used for two-leg and multi-leg lifts at common included angles.

Australian Practice Guidance Table
Included Angle Typical Angle Factor Australian Practice Guidance
60° 1.73 Preferred
90° 1.41 Maximum Recommended
120° 1.00 Maximum Permitted (Not Recommended)

Understanding how the angle factor is calculated

Angle factors represent the multiplier applied to the weight of the load to determine the tension in each sling between two legs of the largest included angle. 

Although we understand there are going to be lifts with two or more sling legs, its also important to remember that only two are assumed to be taking the weight

This eliminates any risk of overloading one or more sling legs which could lead to catastrophic failure.

Formulas for the angle factor

Angle Factor = 2 x sin(Included Angle)

OR

Angle Factor = 2 x cos(half the Included Angle)

Here is the breakdown to find the angle factor for 60°

Method 1:

Start with the included angle 60°
Find the sine (sin) of the included angle (DEG Mode Calculator) = sin(60) = 0.866
Multiply by 2 = 1.7320
Round to 2 decimal places = 1.73


Method 2:

Start with the included angle = 60°
Halve it = 60° ÷ 2 =  30° 
Find the cosine (cos) of the half angle (DEG Mode Calculator) = cos(30) = 0.8660
Multiply by 2 = 1.7320
Round to 2 decimal places = 1.73

You now have an understanding of how the following angle factors have been calculated:

Angle Factor Table
Included Angle Half Included Angle cos(Half Included Angle) 2 × cos(Half Included Angle)
60° 30° 0.866 1.73
90° 45° 0.707 1.41
120° 60° 0.5 1.00

How the angle factor is applied to calculate sling tension

Now that we understand the angle factors for different included angles, we can apply them directly to the load weight to determine the tension in each sling leg.

Formula to find sling tension

Sling Tension per Leg = Load ÷ Angle Factor

 Example

A steel beam weighing 10 tonnes is to be lifted using a simple symmetrical two-leg lift with an included angle of 60°.

The angle factor for 60° is 1.73.

To calculate the sling tension in each leg:

10 ÷ 1.73 = 5.78 tonnes

Each sling leg will therefore experience 5.78 tonnes of tension.

 Selecting the Appropriate Slings

Now that the sling tension is known, we can select suitable slings for the task.

When using soft slings, there is no standard sling with a Working Load Limit (WLL) of 5.78 tonnes. 

Because slings must never be overloaded, the calculated tension must be rounded up — never down.

 Therefore:

2 × 6-tonne slings would be required.

This ensures each sling’s WLL exceeds the calculated tension of 5.78 tonnes

Calculate sling tension at any angle

Construction worker checking lifting calculations on a calculator at a building site, representing sling angle calculations used in rigging and dogging operations.

Before you rig it, run the numbers.

This interactive tool shows how sling angle directly impacts leg tension, helping you make safer lifting decisions on site.

Free Tool · Dogging & Rigging

Sling Angle Factor Calculator

Live Angle Preview
Included Angle (θ) 45°
Angle Factor
1.85
Tension / Leg
5,412 kg
Angle Risk ✅ SAFE
Voceed logo
Tools Suite
Sling Angle & Tension Calculator
Education Tool · Dogging & Rigging

Understand Sling Angle Factors

Adjust the angle and load below to see exactly how sling geometry multiplies leg tension — and why angles matter on every lift.

Load Weight
Total Load 10,000 kg
Sling Configuration
Legs Sharing Load
Included Angle (θ) 90°
10°60°90°120°160°
Angle Factor
2 × cos(θ/2)
Tension / Leg
Load ÷ Angle Factor
Effective Legs
2
bearing load
Angle Risk Rating
10° Safe60° Caution90° Warn120° High160°+ Danger
Live Sling Diagram
Quick Reference Table
Angle (θ) Angle Factor Risk Your Tension
⚠ Educational Tool Only. This calculator does not replace a lift plan or the judgement of a competent person. Always verify WLL against the specific sling or chain tag and current manufacturer data before any lift. Assumes symmetrical lift, equal leg lengths, level pick points, and steady lift. 3/4-leg mode assumes only 2 legs effectively carry the load unless your lift plan specifies otherwise.

Determining the maximum load that can be lifted

So far, we have calculated the sling tension for a known load at a specified included angle.

However, it is also possible to determine the maximum load that can be lifted when the Working Load Limit (WLL) of the slings is already known. This allows doggers and riggers to confirm whether a lift is feasible at a given included angle before proceeding.

This is simply the original equation rearranged.

We know:

Sling Tension per Leg = Load ÷ Angle Factor

Rearranging the formula:

Maximum Load = Sling WLL × Angle Factor

Using our example:

Sling WLL = 6 tonnes
Included angle = 60°
Angle Factor = 1.73

Maximum Load = 6 × 1.73
= 10.38 tonnes

This means that, under ideal balanced lifting conditions, two 6-tonne slings used at a 60° included angle could theoretically lift up to 10.38 tonnes.

For a 10-tonne beam, this provides approximately 0.38 tonnes (380 kg) of theoretical capacity margin.

It is important to understand that this value is theoretical only and assumes a symmetrical lift with no dynamic effects — in practice, factors such as reeve reductions, shock loading, load movement, unequal load distribution, and hardware limitations must all be considered before confirming lift capacity.

Sling angle recommendations in Australia

Rigging sling angle diagram showing 60°, 90° and 120° included angles with sling length (L), lift height (H) and preferred lifting angles used in dogging and rigging operations.

Source: Bullivants, RigCheck Card 2025. Used for educational reference. 

In Australian lifting practice:

  • 60° is the preferred included angle
  • 90° is generally the maximum recommended
  • 120° is the absolute maximum permitted

 

Sling angles greater than 120° must not be used, as sling tension increases rapidly beyond this point and safe working limits can be exceeded.

Lift planning should aim to keep sling angles as small as reasonably practicable.

3-Leg and 4-leg sling considerations

A common misconception is that all sling legs share the load equally in multi-leg lifts.

In practice, it is assumed that:

  • Only two legs carry the load

  • Additional legs provide stability rather than equal load sharing unless load equalising gear is being used i.e. Equalising sheaves, Triangle plates etc.

For this reason, sling tension calculations are generally based on a two-leg loading assumption unless engineered otherwise.

Angle factors still apply to multi-leg slings and must always be considered.

Reeve factors

Angle factor calculations account for sling geometry only.

However, sling capacity may also be reduced depending on how the sling is connected to the load.

Examples include:

  • Choked hitches
  • Reeved slings
  • Basket configurations

These situations introduce a reeve factor (also known as a connection reduction factor), which must be applied in addition to the angle factor when determining safe working capacity.

Failing to consider reeve factors can result in sling overloading even if angle calculations are correct.

The importance of a rigging cheat sheet

Bullivants RigCheck card used as a reference guide for lifting equipment inspection and rigging safety based on Australian Standards.

While understanding the mathematics behind sling angle calculations is essential, doggers and riggers in industry commonly rely on approved rigging check cards to confirm load factors quickly and safely.

A rigging check card provides:

  • Angle factor tables
  • Load factor charts
  • Working Load Limit (WLL) guidance
  • Quick reference lifting information

These cards are designed to reduce calculation errors and provide a practical field reference during lift planning.

For example, the Bullivants Rigcheck Card includes included angle charts and load factor tables consistent with industry lifting practice.

It is important to remember that a rigging check card is a guide only and does not replace proper lift planning, consideration of reeve factors, dynamic loading, centre of gravity, or compliance with relevant Australian Standards.

Quick recap

The angle formed between two sling legs.

With multiple legs, it is the largest angle between any two, typically diagonally across from each other.

Smaller angle = Lower sling tension.

Larger angle – Higher sling tension.

Two forces are generated:

  • Vertical force  (lifting the load) ↑↓
  • Horizontal force (pulling out toward lift points) ←→

The flatter the sling angle → the higher the horizontal forces → the higher the sling tension → the more stress on hardware and lift points.

Using Angle Factors.

60° = 1.73 → Preferred

90° = 1.43 → Maximum Recommended

120° = 1.00 → Maximum Permitted (not recommended)

By using either of the following formulas:

  • Angle Factor = 2 x sin(Included Angle)
  • Angle Factor = 2 x cos(half the Included Angle)

Sling Tension per Leg = Load ÷ Angle Factor

Maximum Load = Sling WLL × Angle Factor

Two.

By applying Reeve Factors.

Yes, you can find the calculator here.

Resources & references:


Manufacturer Technical Guides


A
ustralian Standards

  • AS 3775 – Chain Slings for Lifting Purposes
  • AS 4497 – Roundslings
  • AS 1353 – Flat Synthetic Webbing Slings
  • AS 1418 – Cranes, Hoists and Winches
  • AS 2550 – Cranes Safe Use


Angle factor calculations and sling capacity requirements are aligned with Australian Standards AS 3775, AS 4497, AS 1353 and AS 1418.

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