Section A 2021 Flashcards

1
Q

The moment used for the design of a reinforced concrete slab can be expressed by which two sets of units?

A

kNm and kNm/m

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2
Q

The symbol used in Eurocode 2 for the characteristic cylinder strength of concrete is:

A

Fck

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3
Q

In the design of reinforced concrete beams, the symbol ‘d’ denotes:

A

The effective depth of the beam

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4
Q

In the context of structural design to Eurocode, the term Med represents the moment capacity of a structural element

True or False?

A

False

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5
Q

12mm dia. Shear links are used in a reinforced concrete beam. If the required Asw/s area is calculated to be 1.15, a suitable spacing of the links longitudinally is:

A

175mm

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6
Q

The reason why external masonry walls in the UK are of cavity wall construction is:

A

The cavity between the two skins provides thermal insulation and prevents damp penetration

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7
Q

An in-situ concrete frame is:

(Where is it produced and how?)

A

Produced on site by pouring wet concrete into formwork

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8
Q

A reinforced concrete beam 800mm deep spans a clear distance of 6m between two supporting concrete walls. Each wall is 200mm thick. The effective span of the beam is:

A

6.2m

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9
Q

Which of the following statements about timber is NOT correct?

A

Most of the structural timber used in this country is obtained from deciduous trees

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10
Q

In which part of a masonry arch would you expect tension to occur?

A

Immediately above the extrados of the arch

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11
Q

The problem of lateral torsional buckling is addressed in structural steelwork beam design by ensuring the beam is physically restrained from moving sideways.

True or False?

A

True

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12
Q

The shear reinforcement required in a reinforced concrete beam is based on the shear force occurring at which position?

A

A distance inwards from the support face equal to the effective depth of the beam

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13
Q

Which of the design criteria is NOT associated with serviceability?

A

Vibration

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14
Q

A structural steelwork beam is being designed in S355 steel to sustain a maximum ultimate bending moment of 470kNm. Which of the following standard steel sections would be most appropriate as a starting point for calculations?

356 x 178 x 67 PM= 775
305 x 127 x 42 PM= 614
406 x 178 x 85 PM= 1730
406 x 178 x 67 PM= 1350
None of the above

A

406 x178 x 67, plastic modulus= 1350 cm3

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