Curriculum
- 7 Sections
- 105 Lessons
- 65 Weeks
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- Understanding IFE Level 4 Certificate in Fire Safety1
- Fire Safety and Fire Engineering Principles21
- 2.1Passive Fire Safety
- 2.2Active Fire Safety
- 2.3Pressurisation
- 2.4Leakage Paths
- 2.5Automatic Suppression Systems
- 2.6Smoke Control and Air Handling
- 2.7Compartmentation
- 2.8Fire Detection and Warning Systems
- 2.9Design Fire Size
- 2.10Smoke Movement
- 2.11ASET/RSET and factors that affect different phases of evacuation
- 2.12Fire Resistance
- 2.13Fire Load
- 2.14Fire Growth
- 2.15Limit of Tenability
- 2.16t² Growth Rate
- 2.17Zone and Fire Models
- 2.18Use of flow chart to support design process
- 2.19Fire/Smoke modelling, examples of programmes
- 2.20Pedestrian flow/evacuation modelling
- 2.21Quiz 1 – Fire Safety and Fire Engineering Principles5 Questions
- Human Behaviour in Emergency Situations10
- 3.1Interaction between Fire safety systems and Human behaviour
- 3.2The physiological, behavioural and psychological effects on people confronted by a fire situation
- 3.3How behaviour of people in a fire can adversely affect evacuation and means of escape
- 3.4Emergency procedures for the safe evacuation of people from a fire situation
- 3.5Individuals with particular requirements to include the young, the old, the disabled, those with poor health, short term and long-term conditions, cognitive impairment and people from different cultures
- 3.6Behavioural aspects of people in fire and implications when planning/reviewing means of escape and evacuation procedures
- 3.7Major incidents of Note
- 3.8Identification of patterns and application of learning from previous incidents
- 3.9Case Study – Grenfell Tower
- 3.10Quiz 2 – Human Behaviour in Emergency Situations5 Questions
- Fire Protection Equipment18
- 4.1Types of System
- 4.2Success or Failure of Operation
- 4.3Automatic Fire Detectors – Radio Systems
- 4.4Automatic Fire Detection – Detector Circuits
- 4.5Zones, addressable for complex evacuation strategies, double knock, multi-purpose detectors
- 4.6Aspirating systems
- 4.7Control and Indicating Equipment
- 4.8Sprinkler systems: Commercial, Residential, and Domestic (life safety)
- 4.9Other water- based systems, drenchers, foam, water mist
- 4.10Gaseous Systems
- 4.11Oxygen Depletion Systems
- 4.12Explosion Detection Systems
- 4.13Explosion Venting Systems
- 4.14Explosion Suppression Systems
- 4.15Control of Flammable Atmospheres
- 4.16Fire Curtains
- 4.17Shutters
- 4.18Quiz 3 – Fire Protection Equipment5 Questions
- Building Design37
- 5.1Evaluate plans to identify risk and provide fire safety solutions
- 5.2Applied Protection
- 5.3Modern Methods of Construction
- 5.4Cross Laminated Timber
- 5.5Steel Frame
- 5.6Glulam
- 5.7Large structural timber
- 5.8Structural Insulated Panels
- 5.9Modular Construction
- 5.10Fire retardant, Intumescent treatments
- 5.11Upgrading fire resisting doors
- 5.12Atria
- 5.13Glazing
- 5.14Separating Walls
- 5.15Compartment Walls and Floors
- 5.16Junctions Formed by Elements of Structure
- 5.17Protected Shafts and Protecting Structures
- 5.18Fire Resisting Doors and Other Enclosures
- 5.19Claddings
- 5.20Facades
- 5.21Tunnels
- 5.22Heating Systems
- 5.23Ventilation
- 5.24Air Conditioning Systems
- 5.25Stairwell Pressurisation Systems
- 5.26Ventilation and Smoke Handling Systems
- 5.27Lifts/Elevators
- 5.28Escalators
- 5.29Travellators
- 5.30Consultation Process
- 5.31Qualitative Design Review (QDR)
- 5.32Interaction and Compatibility Between Different Materials
- 5.33Unexpected consequences of Inappropriate Selection, Use, Location, Orientation and Interaction of Materials
- 5.34Impact of Quality of Construction
- 5.35Impact of Modern Methods of Construction
- 5.36During Construction and Alterations
- 5.37Quiz 4 – Building Design5 Questions
- Fire Safety Management, Review and Advice22
- 6.1Principles and methods of risk assessment in Complex premises and Environments
- 6.2Impact of structure, materials and access
- 6.3Identification of people who may be at risk
- 6.4Identification of risks to Property and the Environment
- 6.5How to explain risks to Members of the Public and Property owners/managers
- 6.6Common causes of Fire in Different Occupancies
- 6.7How to Review Effectiveness of Current Measures
- 6.8How to provide Feedback on Effectiveness of Current measures
- 6.9Impact of Organisational Constraints
- 6.10Strategic thinking
- 6.11The Use of Fire Statistics to Inform Decisions on Fire Safety Programmes
- 6.12Risks in the Community and Prioritising Fire Safety Programmes
- 6.13Objectives of Fire Safety Education in the Community
- 6.14Contents of Fire Safety Programmes and their Purpose
- 6.15Methods to Engage Diverse Community Members and Stakeholders
- 6.16Methods to Evaluate Success of Programmes
- 6.17Strategic Thinking
- 6.18Level of Fire Safety Knowledge and Responsibility at Different parts of the Organisation
- 6.19Engaging and Training Employees in Different Premises/Workplaces and in Different roles
- 6.20Identification of Training Requirements for People with Fire Safety Responsibility
- 6.21Importance of Testing and Reviewing Precautions in Place and how to do this
- 6.22Quiz 5 – Fire Safety Management, Review and Advice5 Questions
- Preparing & Booking for Exams1
Large structural timber
Large structural timber
Large structural timber refers to timber elements used in building construction that serve as primary load-bearing components—typically beams, columns, arches, or trusses of substantial size. These elements may be made from solid sawn timber, but more commonly, especially at greater spans and load requirements, they are engineered products such as Glulam (Glued Laminated Timber), Cross Laminated Timber (CLT), or Laminated Veneer Lumber (LVL). Their use has seen a resurgence in modern construction due to the growing demand for sustainable, low-carbon alternatives to steel and concrete, as well as the aesthetic appeal and natural warmth of timber in architectural design. However, their performance in fire conditions must be fully understood and carefully managed to ensure they are suitable for use in buildings with varying levels of complexity and risk.
characteristics
One of the defining characteristics of large structural timber is its predictable behaviour under fire conditions. Unlike materials that may fail suddenly or explosively, large timber members burn in a more controlled manner. When exposed to fire, the outer layer of the timber chars, and this charred surface provides a degree of insulation to the unburned core. The charring process reduces the available cross-sectional area, but the remaining timber often retains sufficient strength for the required duration. This allows designers to calculate fire resistance using established charring rates and structural load calculations, offering a reliable basis for performance-based fire design.
Fire Behaviour
This fire behaviour, while predictable, still poses significant considerations. The rate at which timber chars depends on several factors, including the species of wood, the moisture content, and the fire conditions. Typically, a charring rate of around 0.6 to 0.8 mm per minute is used for design purposes in the UK, though more conservative values may be adopted depending on the application. For example, a large Glulam beam intended to achieve 60 minutes of fire resistance might be designed with sufficient depth to allow for the sacrificial loss of material, while still retaining structural performance at the end of the exposure period.
Nevertheless, relying on charring alone is not always appropriate, particularly in buildings with high occupancy, limited evacuation routes, or increased fire load. In such cases, encapsulation of the timber may be necessary. Encapsulation involves covering the timber with fire-resisting materials such as plasterboard or cementitious board to delay ignition and reduce contribution to the fire.
This approach is commonly used in high-rise residential buildings or healthcare facilities, where exposed timber could increase the rate of fire growth or make smoke management more difficult. The decision to expose or encapsulate large timber elements should be informed by a comprehensive fire risk assessment, building function, and the fire strategy as a whole.
One of the concerns with large structural timber, particularly in the form of engineered products like CLT, is the risk of delamination or re-ignition during prolonged fires. If protective char layers fall away or if adhesive failure occurs under high temperatures, fresh wood may be exposed, potentially leading to continued combustion or renewed fire growth.
While Glulam and LVL are typically more stable in this regard, CLT with cross-layered lamellae may require additional fire testing or protective measures to mitigate such risks. This underscores the importance of product certification, full-scale fire testing, and reliance on systems with proven performance.
The structural layout and detailing of large timber members must also support fire safety objectives. Joints, fixings, and connections—especially those between timber and other materials—must maintain their integrity under fire conditions. Metal connectors can act as heat sinks and become points of weakness if not adequately protected.
Solutions include embedding connections within the timber, using fire collars or intumescent wraps, or relying on concealed steel plates with fire-resistant coverings. These details are critical, as failure at connections can lead to disproportionate collapse even if the timber itself performs adequately.
In the UK and other jurisdictions, the use of large structural timber is regulated by building codes and fire safety standards, which are becoming increasingly stringent, especially for tall buildings. The ban on combustible materials in the external walls of certain high-rise buildings affects the use of timber in façades, and planners or building control authorities may require more robust evidence of fire performance when approving timber-based designs.
Even where timber is permitted, justification through fire engineering analysis or third-party certification is often required, particularly for elements that are exposed, form part of the fire compartment boundary, or contribute to the building’s structural stability.
Active fire protection systems, such as sprinklers and fire detection systems, are often used alongside large structural timber to enhance safety. While these systems can significantly reduce the likelihood of flashover or uncontrolled fire growth, they should not be viewed as a substitute for passive protection. Instead, they complement the inherent fire resistance of the timber, creating a layered approach that helps safeguard life safety, property protection, and firefighter access.
Conclusion
Large structural timber is a viable and increasingly attractive material in modern construction, offering sustainability, strength, and architectural value. Its performance in fire, while fundamentally different from non-combustible materials, is well-understood and can be effectively managed through careful design, appropriate detailing, and integration into the broader fire safety strategy. When used responsibly, with consideration of exposure, occupancy, and risk, large timber elements can safely and confidently form part of the structural fabric of today’s buildings.