Deck 22: Concrete Construction-I Formwork, Reinforcement, and Slabs-On-Ground
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Deck 22: Concrete Construction-I Formwork, Reinforcement, and Slabs-On-Ground
1
In a typical site- cast reinforced- concrete structure, the cost of formwork and shores is
A)approximately 50% of the combined cost of concrete and steel.
B)approximately 75% of the combined cost of concrete and steel.
C)approximately equal to the combined cost of concrete and steel.
D)approximately 25% of the combined cost of concrete and steel.
E)none of the above.
A)approximately 50% of the combined cost of concrete and steel.
B)approximately 75% of the combined cost of concrete and steel.
C)approximately equal to the combined cost of concrete and steel.
D)approximately 25% of the combined cost of concrete and steel.
E)none of the above.
C
2
According to building codes, plain concrete (concrete without steel reinforcement)is not permitted in new construction.
False
3
Scaffold- type shores are generally made from
A)steel plates.
B)plywood.
C)dimension lumber.
D)steel pipes.
E)all of the above.
A)steel plates.
B)plywood.
C)dimension lumber.
D)steel pipes.
E)all of the above.
D
4
The structural design of formwork design is the responsibility of the
A)structural engineer.
B)general contractor.
C)structural engineer, but the design must be approved by the building official.
D)general contractor, but the design must be approved by the structural engineer.
E)none of the above.
A)structural engineer.
B)general contractor.
C)structural engineer, but the design must be approved by the building official.
D)general contractor, but the design must be approved by the structural engineer.
E)none of the above.
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5
The term flying form refers to
A)a large formwork assembly for roof slabs.
B)a large formwork assembly for floor and roof slabs.
C)a large formwork assembly for columns.
D)a large formwork assembly for concrete walls.
E)a large formwork assembly for floor slabs.
A)a large formwork assembly for roof slabs.
B)a large formwork assembly for floor and roof slabs.
C)a large formwork assembly for columns.
D)a large formwork assembly for concrete walls.
E)a large formwork assembly for floor slabs.
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6
Stirrups are used in a concrete beam
A)to increase the tensile strength of the beam beyond that provided by concrete.
B)to provide shear strength in the beam because concrete's shear strength is negligible.
C)to increase the beam's compressive strength.
D)to provide tensile strength in the beam since concrete's tensile strength is negligible.
E)to increase the shear strength of the beam beyond that provided by concrete.
A)to increase the tensile strength of the beam beyond that provided by concrete.
B)to provide shear strength in the beam because concrete's shear strength is negligible.
C)to increase the beam's compressive strength.
D)to provide tensile strength in the beam since concrete's tensile strength is negligible.
E)to increase the shear strength of the beam beyond that provided by concrete.
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7
A doubly reinforced beam is one in which
A)reinforcing bars are provided in two layers at the bottom of the beam.
B)reinforcing bars are provided in two layers at the top of the beam.
C)reinforcing bars are provided in bundles of two bars.
D)reinforcing bars are provided at the top and bottom of the beam.
E)none of the above.
A)reinforcing bars are provided in two layers at the bottom of the beam.
B)reinforcing bars are provided in two layers at the top of the beam.
C)reinforcing bars are provided in bundles of two bars.
D)reinforcing bars are provided at the top and bottom of the beam.
E)none of the above.
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8
In site- cast concrete construction, shores are used
A)as formwork for concrete columns.
B)as formwork for concrete walls.
C)in ground- supported concrete slabs.
D)in elevated concrete slabs.
E)none of the above.
A)as formwork for concrete columns.
B)as formwork for concrete walls.
C)in ground- supported concrete slabs.
D)in elevated concrete slabs.
E)none of the above.
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9
High- density overlay (HDO)on form plywood
A)improves the strippability of forms.
B)increases reusability of forms.
C)allows easier cleaning of forms.
D)all of the above.
E)none of the above.
A)improves the strippability of forms.
B)increases reusability of forms.
C)allows easier cleaning of forms.
D)all of the above.
E)none of the above.
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10
Which of the following statements is true?
A)Posttensioning is generally done at the construction site and yields a precast, posttensioned concrete member.
B)Pretensioning is generally done at the precaster's plant and yields a precast, prestressed concrete member.
C)Posttensioning is generally done at the precaster's plant and yields a precast, posttensioned concrete member.
D)Pretensioning is generally done at the construction site and yields a precast, prestressed concrete member.
A)Posttensioning is generally done at the construction site and yields a precast, posttensioned concrete member.
B)Pretensioning is generally done at the precaster's plant and yields a precast, prestressed concrete member.
C)Posttensioning is generally done at the precaster's plant and yields a precast, posttensioned concrete member.
D)Pretensioning is generally done at the construction site and yields a precast, prestressed concrete member.
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11
Stirrups are generally made of
A)No. 6 or No. 7 bars.
B)No. 3 or No. 4 bars.
C)No. 4, No. 5, or No. 6 bars.
D)bars of any diameter, as needed.
A)No. 6 or No. 7 bars.
B)No. 3 or No. 4 bars.
C)No. 4, No. 5, or No. 6 bars.
D)bars of any diameter, as needed.
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12
The yield strength of prestressing steel is
A)60 ksi.
B)100 ksi.
C)50 ksi.
D)40 ksi.
E)none of the above.
A)60 ksi.
B)100 ksi.
C)50 ksi.
D)40 ksi.
E)none of the above.
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13
Height adjustability in shores made of dimension lumber
A)is provided through a screw- based metal assembly.
B)is provided through lapped members clamped together with specially made clamps.
C)is provided through A or B.
D)is not provided.
A)is provided through a screw- based metal assembly.
B)is provided through lapped members clamped together with specially made clamps.
C)is provided through A or B.
D)is not provided.
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14
Form liners are used to
A)allow acid etching of concrete form before placing concrete.
B)produce textured concrete surfaces.
C)allow acid etching of the concrete surface after stripping the forms.
D)ensure easy strippability of forms.
E)allow water washing of concrete after stripping the forms.
A)allow acid etching of concrete form before placing concrete.
B)produce textured concrete surfaces.
C)allow acid etching of the concrete surface after stripping the forms.
D)ensure easy strippability of forms.
E)allow water washing of concrete after stripping the forms.
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15
Concrete shell roofs are not commonly used because
A)they require a relatively large amount of concrete per square foot of floor area.
B)they require prestressing, which substantially raises their cost.
C)they require a relatively large amount of steel reinforcement per square foot.
D)all of the above.
E)none of the above.
A)they require a relatively large amount of concrete per square foot of floor area.
B)they require prestressing, which substantially raises their cost.
C)they require a relatively large amount of steel reinforcement per square foot.
D)all of the above.
E)none of the above.
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16
The primary purpose of steel reinforcement is to increase the tensile strength of concrete elements. However, steel reinforcement is also used to increase the shear strength and compressive strength of concrete elements.
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17
Aluminum is commonly used as form and shore material because
A)its strength- to- weight ratio is high, which reduces the weight of forms and shores.
B)it is an easily nailable material.
C)it is chemically compatible with wet concrete.
D)its strength- to- weight ratio is low, which reduces the weight of forms and shores.
E)all of the above.
A)its strength- to- weight ratio is high, which reduces the weight of forms and shores.
B)it is an easily nailable material.
C)it is chemically compatible with wet concrete.
D)its strength- to- weight ratio is low, which reduces the weight of forms and shores.
E)all of the above.
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18
The term prestressed concrete refers to both pretensioned and posttensioned concrete.
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19
Reshoring concrete structures are necessary where excessive deflection of floor slabs or foundation settlement is anticipated on removal of shores.
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20
Which of the following statements is true?
A)The term strands refers to reinforcing bars that have been bent to required shapes.
B)The term strands includes tendons.
C)The term tendons includes strands.
D)The term tendons refers to reinforcing bars that have been bent to required shapes.
E)None of the above.
A)The term strands refers to reinforcing bars that have been bent to required shapes.
B)The term strands includes tendons.
C)The term tendons includes strands.
D)The term tendons refers to reinforcing bars that have been bent to required shapes.
E)None of the above.
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21
A PT concrete slab- on- ground may either be a ribbed slab or a constant- thickness slab.
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22
If a concrete member is not subjected to tensile stresses created by the loads, such as a slab on a firm base (ground), does it still need steel reinforcement?
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23
What is prestressing of concrete?
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24
Formwork for a concrete wall generally consists of
A)plywood, form ties, walers, and stiffbacks fastened together with clamps.
B)plywood, form ties, walers, and stiffbacks fastened together with duplex nails.
C)plywood, form ties, and walers fastened together with duplex nails.
D)plywood and stiffbacks fastened together with clamps.
A)plywood, form ties, walers, and stiffbacks fastened together with clamps.
B)plywood, form ties, walers, and stiffbacks fastened together with duplex nails.
C)plywood, form ties, and walers fastened together with duplex nails.
D)plywood and stiffbacks fastened together with clamps.
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25
A vapor retarder is required under
A)all interior concrete slabs- on- ground.
B)all exterior concrete slabs- on- ground.
C)all concrete slabs- on- ground.
D)some interior concrete slabs- on- ground.
A)all interior concrete slabs- on- ground.
B)all exterior concrete slabs- on- ground.
C)all concrete slabs- on- ground.
D)some interior concrete slabs- on- ground.
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26
Hooks are used
A)where the lap- splice length is excessive.
B)where lap splicing of bars will produce excessive congestion.
C)to lap splice reinforcing bars.
D)all of the above.
E)none of the above.
A)where the lap- splice length is excessive.
B)where lap splicing of bars will produce excessive congestion.
C)to lap splice reinforcing bars.
D)all of the above.
E)none of the above.
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27
In a PT concrete slab- on- ground, the tendons are stressed from the
A)live ends.
B)lower ends.
C)dead ends.
D)upper ends.
E)any one of the above.
A)live ends.
B)lower ends.
C)dead ends.
D)upper ends.
E)any one of the above.
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28
Mechanical couplers are used
A)where the lap- splice length of reinforcing bars is excessive.
B)to lap splice reinforcing bars.
C)as an economical alternative to lap splicing of reinforcing bars.
D)where lap splicing of reinforcing bars will produce excessive congestion.
E)none of the above.
A)where the lap- splice length of reinforcing bars is excessive.
B)to lap splice reinforcing bars.
C)as an economical alternative to lap splicing of reinforcing bars.
D)where lap splicing of reinforcing bars will produce excessive congestion.
E)none of the above.
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29
Why is steel reinforcement required in concrete?
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30
Concrete can be prestressed in two ways. Name them.
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31
The strength of concrete in a residential concrete slab- on- ground is generally
A)3,000 psi.
B)5,000 psi.
C)4,000 psi.
D)2,000 psi.
E)1,000 psi.
A)3,000 psi.
B)5,000 psi.
C)4,000 psi.
D)2,000 psi.
E)1,000 psi.
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32
Pocket formers in a PT concrete slab- on- ground are used at
A)live ends.
B)upper ends.
C)dead ends.
D)lower ends.
E)any one of the above.
A)live ends.
B)upper ends.
C)dead ends.
D)lower ends.
E)any one of the above.
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33
Hooks in bars are produced by turning the bars through
A)180° or 270°.
B)45° or 90°.
C)90° or 180°.
D)30° or 60°.
A)180° or 270°.
B)45° or 90°.
C)90° or 180°.
D)30° or 60°.
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34
The most important reason for providing ties in a concrete column is to
A)increase the shear strength of a column.
B)allow the formwork to be tied to the longitudinal bars in the column.
C)prevent the buckling of longitudinal column bars.
D)increase the compressive strength of a column.
E)Ties are generally not provided in a concrete column.
A)increase the shear strength of a column.
B)allow the formwork to be tied to the longitudinal bars in the column.
C)prevent the buckling of longitudinal column bars.
D)increase the compressive strength of a column.
E)Ties are generally not provided in a concrete column.
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35
A construction joint in a concrete slab- on- ground is required if the concrete in the slab cannot be placed in one continuous operation.
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36
The most important reason for providing ties in a concrete wall is to
A)prevent the buckling of longitudinal bars in the wall.
B)increase the compressive strength of the wall.
C)allow the formwork to be tied to the longitudinal bars in the wall.
D)increase the shear strength of the wall.
E)Ties are generally not provided in a concrete wall.
A)prevent the buckling of longitudinal bars in the wall.
B)increase the compressive strength of the wall.
C)allow the formwork to be tied to the longitudinal bars in the wall.
D)increase the shear strength of the wall.
E)Ties are generally not provided in a concrete wall.
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37
Explain what the following terms mean: plain concrete, reinforced concrete, and prestressed concrete.
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38
Steel reinforcement in concrete elements that are permanently exposed to the earth, such as in footings, must have a minimum concrete cover of
A)3 in.
B)5 in.
C)4 in.
D)1 in.
E)2 in.
A)3 in.
B)5 in.
C)4 in.
D)1 in.
E)2 in.
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39
The chairs used to support reinforcing steel bars are generally
A)steel chairs with plastic- coated feet.
B)steel- encased plastic chairs.
C)plastic chairs.
D)A and B.
E)A and C.
A)steel chairs with plastic- coated feet.
B)steel- encased plastic chairs.
C)plastic chairs.
D)A and B.
E)A and C.
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40
The tendons used for prestressing a PT concrete slab- on- ground generally consist of
A)two- strand tendons, each strand made of seven wires.
B)a single 1/2- in.- diameter, nine- wire strand.
C)three- strand tendons, each strand made of seven wires.
D)a single 1/2- in.- diameter, seven- wire strand.
E)none of the above.
A)two- strand tendons, each strand made of seven wires.
B)a single 1/2- in.- diameter, nine- wire strand.
C)three- strand tendons, each strand made of seven wires.
D)a single 1/2- in.- diameter, seven- wire strand.
E)none of the above.
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41
What are the advantages of prestressing?
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42
Is concrete cover required in concrete foundations although a foundation is not exposed to the outside environment?
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43
Explain what a form- release agent is.
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44
What is the function of a vapor retarder under a concrete slab- on- ground?
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45
Explain what pretensioning of concrete is.
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46
What function do ties serve in a reinforced concrete column?
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47
A reinforced concrete column has vertical bars, referred to as longitudinal bars. Does a column need any other form of steel?
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48
Explain the difference between prestressing strands and prestressing tendons.
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49
Explain what stirrups in a reinforced concrete beam are and their function.
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50
What is concrete formwork? Which materials are commonly used for the formwork?
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51
Explain what reshoring is.
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52
What is a form liner and what is it made of?
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53
Apart from corrosion protection, what is the other function of concrete cover?
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54
Is the structural engineer of the project or someone else responsible for the structural design of the formwork for concrete elements? Give reasons for your answer.
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55
Explain what posttensioning of concrete is.
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56
What is a shore and which material is it made of?
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57
Explain what concrete cover is in reinforced concrete components and why it is necessary.
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58
If a concrete member is not a precast concrete member, can it prestressed? Explain.
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59
What is a lap splice in steel bars and why is it required?
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60
Which of the two methods of prestressing (pretensioning or posttensining)yields a precast, prestressed concrete member?
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61
Name the items of the equipment used to pull the prestressing strands.
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62
Explain what a control joint in a concrete slab- on- ground is and its purpose.
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63
Explain what a construction joint is.
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64
Explain what an isolation joint in concrete construction is.
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65
What is the function of a drainage layer under a concrete slab- on- ground?
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66
In which situations is a vapor retarder under a concrete slab- on- ground not needed?
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67
Which material is used for a drainage layer under a concrete slab- on- ground and why?
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68
What is the function of stirrups? Sketch commonly used open- loop and closed- loop stirrups.
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69
Describe the difference between (a)reinforcing steel and prestressing steel, (b)formwork and shores, (c)formwork and flying forms, and (d)shoring and reshoring.
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70
Concrete reinforcing bars come in limited lengths. Explain how we ensure their continuity in a long structural element, such as a column in a high- rise building or a long, continuous beam.
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71
Which material is used for vapor retarder under a concrete slab- on- ground?
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72
Explain what concrete cover is and the functions it serves.
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73
Explain how control joints in a concrete slab- on- ground are provided.
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74
How many wires are there in a typical prestressing monostrand?
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75
Why is a shear key required in a construction joint?
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76
What is a ribbed concrete slab- on- ground?
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77
Describe the differences between pretensioning and posttensioning of concrete. Is there any difference in the type of steel used in each case?
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78
Why should the control joints in a concrete slab- on- ground be provided as soon as possible?
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79
How does a vapor retarder under a concrete slab- on- ground affect the stresses caused by the shrinkage of the concrete slab?
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80
When a strand is tensioned (pulled), is it pulled from the dead end or live end?
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