Chapter III

Rigging, Hoisting and Cranes

Red Seal Practice study guide with diagrams.

Rigging, Hoisting, and Cranes

Module Introduction

This chapter covers all the knowledge required for the Red Seal exam in ironworking (structural and ornamental) concerning rigging, hoisting, and the use of cranes. You must master not only the calculations and procedures, but also the Canadian standards that govern these operations. This module represents a significant portion of the exam — approximately 15 to 20% of the questions — and is an absolute prerequisite for safety on any ironworking site.


Fundamental Principles of Hoisting

The Lifting Chain

Every lifting operation involves a complete lifting chain: the anchor point (structure, crane hook), the sling (cable, chain, strap), the lifting accessory (hook, shackle, ring), and the load itself. The failure of a single link in this chain causes the total failure of the operation. You must always verify each element individually before use.

The Three Fundamental Forces

Any suspended load is subject to three forces that you must calculate:

Force of gravity (Fg): the weight of the load, expressed in newtons (N) or kilogram-force (kgf). In Canada, the metric system is used: 1 kgf = 9.81 N.
Tension force (T): the force exerted on each leg of the sling.
Compression force: the force exerted on the anchor point and on the structure supporting the load.

Load Factor

The load factor is the multiplier applied to the weight of the load to determine the actual tension in each leg of a sling, based on the sling angle. This concept is fundamental and will be the subject of exam questions.

Calculating Tension in a Sling

The tension in each leg of a two-leg sling is calculated as follows:

T = (Weight of load ÷ Number of legs) × Load factor

The load factor depends on the horizontal angle between the leg and the vertical:

Angle with vertical (θ)Angle between legs (2θ)Load factor
1.00
15°30°1.04
30°60°1.16
45°90°1.41
60°120°2.00
75°150°3.86
90°180°∞ (theoretical)

Calculation example: A 2,000 kg load is lifted with a two-leg sling forming an angle of 60° between the legs (therefore 30° from the vertical). The tension in each leg is:

T = (2,000 kg ÷ 2) × 1.16 = 1,160 kg per leg

Golden rule: Never exceed an angle of 90° between the legs (45° from the vertical). Beyond this, the load factor increases exponentially and the stability of the load becomes critical.


Types of Slings and Their Applications

Wire Rope Slings

Wire rope slings are the most common in structural ironwork. They are manufactured from stranded cables (typically 6 × 19 or 6 × 37, meaning 6 strands of 19 or 37 wires each).

Advantages: high strength, abrasion resistance, heat resistance, ability to withstand dynamic loads.

Disadvantages: low flexibility, risk of sudden failure without warning, requires protection at sharp edges.

Configuration factors (hitch modes) :

ConfigurationConfiguration factor
Single vertical sling1.00
Basket hitch2.00
Choker hitch0.75
Two basket hitches at 90°1.41
Two basket hitches at 120°1.00

Caution: The configuration factor applies to the sling's rated capacity, not to the weight of the load. A basket hitch sling can carry twice its rated capacity in a vertical configuration, but only 0.75 times its rated capacity in a choker configuration.

Chain Slings

Chain slings (Grade 80 or Grade 100) are used for abrasive loads, high temperatures, and loads with sharp edges.

Characteristics:

Grade 80: working load limit (WLL) of 80 kg/mm²
Grade 100: working load limit of 100 kg/mm²
Resistant to cutting and abrasion
Flexible in all directions
Disadvantage: heavy, expensive, require frequent inspection to detect stretched or cracked links

Rejection criteria for chains (according to CSA standards):

Elongation of a link by more than 5% compared to the original dimension
Cracks, nicks, or deep corrosion
Deformation of links (twisting, bending)
Wear reducing the link diameter by more than 10%

Synthetic Web Slings

Synthetic web slings (polyester, nylon, polypropylene) are lightweight, flexible, and will not scratch finished surfaces.

Important limitations:

Maximum temperature: 90 °C for polyester, 120 °C for nylon (some special slings up to 180 °C)
Deterioration from UV rays and chemicals
Not suitable for sharp edges without protection
Nylon loses 10 to 15% of its strength when wet

Color coding (according to CSA standards): each color indicates the sling's load capacity.

ColorCapacity (kg)
Violet500
Green1,000
Yellow2,000
Red3,000
Blue4,000
Orange5,000
Brown6,000
Grey8,000
White10,000

Lifting Accessories

Shackles

Shackles are classified by type (straight or screw pin) and by capacity. The capacity is stamped on the body of the shackle. Only forged alloy steel shackles are accepted for lifting.

Usage rules:

The pin must be fully threaded and the safety pin in place
Never replace the original pin with a pin of smaller diameter
Never load a shackle laterally (the load must be in line with the axis)
Safety factor: 5:1 minimum for standard shackles

Hooks

Lifting hooks must be equipped with a functioning safety latch. Rejection criteria include:

Hook opening increased by more than 15% from the original dimension
Twisting or deformation of the body
Visible cracks (detection by magnetic particle inspection or dye penetrant)
Throat wear exceeding 10% of the original diameter

Rings and Lugs

Lifting rings (lifting lugs) are welded to the load. The weld must be performed by a qualified welder and inspected according to the requirements of CSA W59 (welding of steel). The angle of the ring relative to the direction of the load must be verified — a ring designed for a vertical load cannot be loaded laterally without a reduction in capacity.


Crane Signals

Standardized Hand Signals

The Canada Labour Code and CSA Z150 (Safety for mobile cranes) require that all crane signals be standardized. You must know the following signals perfectly:

SignalDescriptionMeaning
Arm extended, finger pointing upHorizontal circle with index fingerHoist the load
Arm extended, finger pointing downHorizontal circle with index fingerLower the load
Arm extended, thumb pointing upClosed fistRaise the boom
Arm extended, thumb pointing downClosed fistLower the boom
Arm extended, fingers spreadPushing motionExtend the boom
Arm extended, fingers spreadPulling motionRetract the boom
Both arms raised, palms upRotating motionSwing the boom
Both arms crossed above headClosed handsEmergency stop
One arm raised, open handStop
Both arms raised, closed fistsSlow motionMove slowly

Essential rule: Only one signal person at a time. The signal person must be clearly visible to the crane operator. If the signal person is no longer visible, the operator must stop immediately.

Radio Signals

Radio signals must use standardized vocabulary: "Hoist," "Lower," "Stop," "Extend," "Retract," "Swing right," "Swing left." The signal person must identify the load by name before giving commands. In the event of loss of communication, the operator stops all movement immediately.


Inspection and Verification

Daily Inspection

Before each use, you must inspect:

Wire ropes: broken wires, kinks, deformation, corrosion, diameter reduction, exposed core
Chains: stretched links, cracks, deformation, wear
Web slings: cuts, tears, abrasion, damaged stitching, chemical exposure
Hooks: opening, safety latch, cracks, deformation
Shackles: complete pin, threading, deformation

Rejection criteria for wire rope (according to CSA standards):

6 broken wires over one rope lay length (for 6 × 19 rope)
3 broken wires in a single strand over one rope lay length
Wear reducing the diameter by more than 7%
Visible corrosion
Deformation (birdcaging, kinking, crushing)

Periodic Inspection

A complete inspection by a competent person must be performed at least once per year (more frequently for equipment subjected to severe conditions). This inspection includes disassembly of accessories, magnetic particle inspection of hooks, and verification of documentation.


Load Calculations and Capacity

Rated Capacity and Safety Factor

The rated capacity (Working Load Limit — WLL) is the maximum load that equipment can support under normal operating conditions. The safety factor is the ratio between the breaking strength and the rated capacity.

EquipmentMinimum safety factor
Wire rope slings5:1
Chain slings4:1
Web slings5:1
Shackles5:1
Hooks5:1
Crane ropes3.5:1 (according to CSA Z150)

Calculating Load Weights

You must be able to calculate the weight of a load from its dimensions and the density of the material.

Formula: Weight (kg) = Volume (m³) × Density (kg/m³)

MaterialDensity (kg/m³)
Steel7,850
Cast iron7,200
Aluminum2,700
Concrete2,400
Wood (pine)500
Wood (oak)750

Example: A steel beam with an HEA 300 section (linear mass of 88.3 kg/m) that is 12 m long weighs:

88.3 kg/m × 12 m = 1,059.6 kg

Centre of Gravity

The centre of gravity is the point where all the mass of the load is considered to be concentrated. For a stable lift, the crane hook must be directly above the centre of gravity. If the load is unbalanced, it will tip.

Calculation method for a compound load:

110.Divide the load into simple geometric shapes
111.Calculate the weight of each part
112.Calculate the centre of gravity of each part
113.Use the formula: X = (Σ (Wi × Xi)) ÷ Σ Wi

Where Wi is the weight of each part and Xi is its position on the axis.


Safe Lifting Procedures

Lift Plan

Before any lift, a lift plan must be established. This plan must include:

119.Description of the load (weight, dimensions, centre of gravity)
120.Type and configuration of slings
121.Attachment points and sling angles
122.Crane reach and capacity at that reach
123.Work area and clearances
124.Communication procedure (signal person, radio)
125.Emergency procedure

Fundamental Safety Rules

Never stand under a suspended load — this is the absolute rule
Never pass a load over people
Use tag lines to control the rotation of the load
Verify that the landing area is clear and stable
Never leave a suspended load unattended
Never exceed the rated capacity of the equipment
Protect slings from sharp edges with corner protectors

Lifting Long Loads

For long loads (beams, columns), use a basket hitch or a two-sling configuration with a spreader bar to maintain the correct angle. The spreader bar reduces horizontal compression on the load and keeps the legs vertical.

Lifting Loads with Multiple Attachment Points

When the load has four attachment points (e.g., a beam with four rings), the load distribution is never perfectly equal. In practice, it is considered that only three points carry the load (the load is distributed over three points, the fourth being in cantilever). For calculations, use the most unfavourable configuration.


Cranes: Types and Configurations

Mobile Cranes

Mobile cranes are classified into several categories:

TypeCharacteristicsTypical applications
Truck-mounted craneRoad mobility, outriggersShort-duration sites
All-terrain crane4-wheel drive, 4-wheel steeringOff-road sites
Crawler craneHigh capacity, stabilityLong-duration projects
Telescopic craneTelescopic boomQuick lifts, variable reach
Lattice boom craneLattice boom, great heightTowers, tall structures

Tower Cranes

Tower cranes are used for high-rise buildings. They are anchored to the ground or to the structure. Capacity decreases with reach and height. The load chart of the tower crane must be consulted for each configuration.

Load Charts

The load chart is the most important document for the crane operator. It indicates the maximum capacity based on:

The reach (horizontal distance from the centre of rotation to the hook)
The boom length
The boom angle
The outrigger configuration (deployed or not)
The presence of the auxiliary jib

Critical rule: The capacity indicated on the chart is the net capacity (without the weight of lifting accessories). You must subtract the weight of the hook, slings, and accessories from the indicated capacity.


Applicable Canadian Standards

CSA Z150 — Safety for Mobile Cranes

This standard is the primary reference for the use of mobile cranes in Canada. It covers:

Operator training and certification requirements
Inspections and maintenance
Lifting procedures
Stability requirements
Load testing

CSA Z248 — Tower Cranes

This standard specific to tower cranes covers design, installation, use, and inspection.

CSA B167 — Overhead and Gantry Cranes

This standard applies to overhead cranes used in workshops and structural steel fabrication plants.

CSA W59 — Welding of Steel

This standard covers welding requirements for welded lifting attachments (rings, lifting lugs). Any weld on lifting equipment must comply with this standard.

Canada Labour Code — Safety Regulations

General safety requirements for construction sites under federal jurisdiction are set out in the Canada Occupational Health and Safety Regulations (COHSR), Part II.


Capacity Reduction Factors

Sling Angle

As previously discussed, the sling angle increases tension in the legs. This is the most frequent cause of sling failure.

Temperature

Wire rope slings lose strength at high temperatures:

TemperatureCapacity reduction
200 °C0%
300 °C10%
400 °C20%
500 °C30%

Grade 80 chain slings can be used up to 300 °C without reduction, but beyond this, capacity must be reduced.

Dynamic Loads

Dynamic loads (shocks, accelerations, decelerations) can multiply the effective force on the sling by a factor of 2 or more. A sudden lift can create a force far greater than the static weight of the load. Always lift slowly and gradually.

Sharp Edges

A sharp edge can reduce the capacity of a wire rope sling by 50% or more. Use corner protectors or protective sleeves.


Pitfalls to Avoid

184.Confusing the load factor with the configuration factor — the load factor applies to the weight of the load to calculate tension in the legs; the configuration factor applies to the rated capacity of the sling to determine its capacity in a given configuration.
185.Forgetting to subtract the weight of accessories from the crane capacity — the load chart indicates net capacity, without hook or slings.
186.Using a 120° angle between the legs without calculating correctly — at 120°, the load factor is 2.00, which means each leg carries the total load.
187.Neglecting wire rope inspection — a single broken wire can indicate serious deterioration of the rope.
188.Confusing crane signals — the "raise the boom" signal (thumb up) is different from the "hoist the load" signal (index finger pointing up).
189.Forgetting the reduction factor for choker hitches — a choker hitch sling only carries 75% of its rated capacity.
190.Not verifying the centre of gravity — an unbalanced load can tip during lifting, causing catastrophic failure.
191.Using a web sling at high temperatures — polyester melts at approximately 250 °C and loses its strength well before that.
192.Ignoring chain rejection criteria — a link stretched by 5% must be removed from service immediately.
193.Not accounting for wind — wind can create significant lateral forces on suspended loads, especially large surfaces (panels, walls).

Exam Tips

Memorize the load factor table — this is a near-guaranteed question on the exam.
Practice weight calculations — you must be fast and accurate with material densities.
Know the rejection criteria for each type of sling — inspection questions are frequent.
Learn the crane signals by heart — you will likely be asked to identify one or two signals.
Understand the difference between rated capacity and breaking strength — the safety factor is the relationship between the two.
Read questions carefully — several questions contain traps in the wording (units, angles, configurations).

Summary

The lifting chain includes all elements between the anchor point and the load — each element must be inspected and compliant.
The load factor increases with the sling angle: at 60° between the legs, the factor is 1.16; at 120°, it is 2.00.
Wire rope slings are the most common in structural ironwork; chain slings for abrasive conditions; web slings for finished surfaces.
Configuration factors modify capacity: basket × 2.00; choker × 0.75.
Shackles, hooks, and rings must be inspected according to specific rejection criteria.
Crane signals are standardized — one signal person, clear communication.
Load calculations include material weights (steel: 7,850 kg/m³), centre of gravity, and reduction factors.
CSA Z150, Z248, B167, and W59 are the primary references in Canada.
Reduction factors include angle, temperature, dynamic loads, and sharp edges.
The lift plan is mandatory for any complex lift — it documents the load, slings, crane, and procedures.

Practice Questions

216.A 3,500 kg load is lifted with a two-leg sling forming an angle of 90° between the legs. What is the tension in each leg?

Answer: Load factor at 45° from vertical = 1.41. T = (3,500 ÷ 2) × 1.41 = 2,467.5 kg per leg.

218.A wire rope sling has a rated capacity of 5,000 kg in a vertical configuration. What is its capacity in a basket configuration?

Answer: 5,000 × 2.00 = 10,000 kg.

220.A W310 × 97 steel beam (linear mass of 97 kg/m) that is 9 m long must be lifted. What is its total weight?

Answer: 97 × 9 = 873 kg.

222.A lifting hook shows an opening increased by 18% from the original dimension. Is it acceptable?

Answer: No — the rejection criterion is an increase of more than 15%.

224.What is the maximum operating temperature for a polyester web sling?

Answer: 90 °C (some special slings up to 180 °C).


This chapter provides you with the essential knowledge to succeed on the rigging, hoisting, and crane questions on the Red Seal exam. Review the tables, practice the calculations, and memorize the rejection criteria. Good luck with your preparation!

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