Design for fire quiz

From SteelConstruction.info

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

The dominant mechanism which enables a composite steel deck floor to enhance its load carrying capacity at large deflections is based on what?

Tensile membrane action in the slab
Catenary action in the beams
Robust connections
Thermal gradients in the slab

In which areas of the UK are sprinklers not mandatory in buildings over 30 metres in height?

England & Wales
Scotland
Northern Ireland
All of the above

The maximum period of fire resistance required in the documents published by Government across the UK to help meet the requirements of their Building Regulation is?

60 minutes
90 minutes
120 minutes
240 minutes

A new British Standard, BS 9999, has been published to provide an alternative approach to the design of fire precautions in buildings to those in Government published documents. Does BSI describe it as being?

Based on structured risk based design
Based on conservative experience
Based on European approaches to the design of fire precautions in buildings
Based on an averaged approach from across the regions of the UK

Structural steel in single storey buildings does not generally require fire protection. Which of these situations is not an exception to that rule?

The steel is in an external wall which must retain stability to prevent fire spread to adjacent buildings
The steel forms part of a compartment wall or the enclosing structure of a protected zone
The building contains a valuable cargo which must be protected and so the building must be protected against collapse
The steel forms part of a separating wall

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.

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

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

How does an element of construction demonstrate that it can perform a fire resisting function if required?

Through trial and error in real building fires
Through a detailed theoretical study
Via a fire test carried out in accordance with a standard acceptable in the country in which that element is to be used
Via tests carried out in the manufacturer's own furnaces

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