Design for fire quiz

Please answer the following 10 multiple choice questions, then click 'submit' to check the result. The pass mark for a CPD certificate is 8 out of 10, and you may retake the quiz as many times as you wish, but the questions will vary! Please note that one, two, three or all of the possible answers presented for each question may be right, and to gain a mark for that question all correct answers must be identified.

Good luck

Design for fire

Which is the most common form of structural fire protection used in the UK?

Boards
Sprays
Thin film intumescent coatings
Flexible blankets

The most widely used source of information for the design of fire precautions in buildings in England is?

Technical Handbook 2
Approved Document B
Technical Booklet E
BS9999

Which of the following is not a correct conclusion following the Cardington fire tests?

That composite steel deck construction has significantly greater reserves of strength than is indicated by tests of individual members
That columns are critical stabilising elements and must be protected
That all beams supporting composite steel deck floors do not need to be protected in order to prevent structural collapse in fire
That the results are applicable to forms of construction other than steel frames with composite steel deck floors.

What is the meaning of time equivalent in fire engineering?

It is the severity of a fire in a compartment in terms of exposure to a standard fire test
It is the time in minutes at which the fire in a compartment will burn above 600°C
It is the period for which a fire will burn based on times measured in other, equivalent, compartments
It is the period of time which is required for the fire brigade to attend and extinguish a compartment fire.

Which of the following have been used as compensatory features where beams have been designed to be unprotected in composite steel deck construction?

Increased numbers of shear studs
Increased mesh size
Flexible connections to accommodate increased deflections
Changing the floor to precast plank

Which of the following describes the building at Cardington in which the major fire test programme was carried out between 1994 and 2003?

Non-composite steel frame with precast planks
Steel frame with Slimdek beams
Steel frame with composite steel deck floors
Post tensioned flat slab

Which of the following is/are not considered a major risk factor in fire in BS9999, the new British Standard published to provide an alternative approach to the design of fire precautions in buildings to those in Government published documents?

Whether the occupants of the building are familiar with their surroundings.
Whether the occupants of the building are likely to be asleep
Where there is not a fire station nearby
The height of the building

Which of the following statements is correct?

The standard fire test is always a good representation of what happens in a real building fire.
A standard fire test on composite steel deck floors is a good indicator of how these floors will behave in real fires.
Continuous composite steel deck floors generally have much greater strength in fire than is indicated by the standard fire test on isolated elements.
The standard fire test is unsafe.

Which of the following statements is not always correct?

Fire safety engineering can provide an alternative approach to fire safety to that given in Government published documents such as Approved Document B.
A fire engineering approach should always be considered in large buildings.
For some buildings, the provisions of documents such as Approved Document B for the design of fire precautions may not be adequate and a fire safety engineering approach may be the only viable way to a satisfactory standard of fire safety
Fire safety engineering has wide applications in finding solutions to particular problems in the design of fire precautions

Which of the following are commonly used to provide fire protection of structural beams and columns in the UK?

Boards
Sprays
Thin film intumescent coatings
Reinforcing steel and concrete between the flanges