PSDC CT2 Flashcards

1
Q

Precast planks have the advantages of smooth soffit finish, no _________ and rapid
assembly at site

A

formwork

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2
Q

Most precast concrete columns are_____________ conventionally.

A

Reinforced

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3
Q

The usage of L-shapes and inverted tee beams allow lower overall____________ than resting floor
and roof units on top of rectangular beams

A

height

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4
Q

The hollow-core floor slab, the voids are primarily a means of reducing______________ and reducing
concrete and steel quantities.

A

Weight

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5
Q

Which of the following is NOT a specific advantage of precasting?

A

Reduction of creep
Better quality control
High cost of setting up the plant

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6
Q

Double tees and single tees are commonly cast with a rough surface on top because:

A

Better bondage for concrete topping

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7
Q

Which of the following is FALSE about precast concrete wall panels:

A

Panels with openings can be prestressed.

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8
Q

Double-tee slab is highly functional because:

A

it meets structural requirements
it provides a flat useful surface
All of the options

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9
Q

The in-situ topping up of concrete of precast planks may vary between _________

A

50 to 200 mm

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10
Q

Joint may be accomplished by ____, bolting or post-tensioning, or by cast-in- place
concrete connections.

A

welding

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11
Q

. Circular precast columns are commonly used in construction projects.

A

false

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12
Q

Precast segments are suitable for composite construction and may be combined with castin-place concrete to act in composite action

A

TRUE

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13
Q

Prestressed beams ________

A

should not be lifted upside down.

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14
Q

It is not safe to stand directly _______ the tendons when one way stressing work is in
progress

A

Below

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15
Q

A tower crane is chosen for erecting precast prestressed components_____

A

whenever the lift heights are extreme

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16
Q

Which of the following is NOT the properties of connections between precast members:
Accommodate volume changes due to creep, shrinkage and temperature in the member, its
support and the connection assembly itself.

A

Transmit bearing, shear, moment, axial tension and axial compression as required by the
design.

17
Q

The sequence of precast prestressed concrete components’ erection procedure are
rigging

18
Q

Temporary bracing is necessary to______precast members during the erection until final
connections can be made.

19
Q

. The erection procedure should include plans to maintain the___________ end equilibrium of the
structure during construction as well as after the structure is completed.

20
Q

Bearings are mostly used in prestressed concrete bridge construction to allow for the
rotations at the supports that will accompany _______of the loaded structure, in the case of
longer spans.

A

Deflection

21
Q

. For preparation during the_____________any turning or rotation of the precast concrete until
should be done while it is on the ground or truck.

22
Q

The joints occur in buildings between precast concrete and cast-in-place concrete, or
between precast units, are usually caulked for_____________

A

watertightness

23
Q

. It is necessary to move a large precast member some distance with one or more crane, the
ground over which the cranes move must be very level and____________

24
Q

When hand signals are used during the erection of precast units, it must ensure that the
signals are standardized and understood by all

A

operators and riggers.

25
The T-shaped or inverted L shaped beam which are subjected to eccentric loading. causes structural instability during the assembly of structure.
FALSE
26
During the rigging process, prestressed members can be lifted by their centre only. and they cannot be lifted or stored upside down.
true