Chapter 1 : Introduction Flashcards

1
Q

A mixture of cement and water.

A

Cement paste

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2
Q

A mixture of sand, gravel, crushed rock, or other aggregates held together in a rocklike mass with a paste of cement and water.

A

Concrete

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3
Q

Sometimes one or more admixtures are added to change certain characteristics of the concrete sch as?

A

Workability,
Durability
Time of Hardening

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4
Q

This is a strutural concrete without reinforcement or with les than the minimum amount required by ACI 318 for reinforced concrete.

A

Plain Concrete

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5
Q

This is used in slabs-ongrade, pavement,basement,walls, small foundations, and curb-and-gutter.

A

Plain Concrete

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6
Q

TRUE OR FALSE.

Plain concrete has compressive strength—the ability to resist crushing loads; however, its tensile strength is only about 5% of its compressive strength.

A

FALSE= 10%

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7
Q

It is a combination of adequate reinforcement (usually steel bars with raised lugs called deformations) and concrete designed to work together to resist applied loads. Properly placed reinforcement in concrete improves its compressive and tensile strength.

A

Reinforced Concrete

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8
Q

Is a structural concrete in which internal stresses have been introduced to reduce potential tensile stresses in the concrete resulting from loads.

A

Prestressed Concrete

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9
Q

What do you call the introduction of internal stresses which is usually acomplished through the use of tendons that are tensioned or pulled tight prior to being anchored to the concrete.

A

Prestressing

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10
Q

This consist of strands,wires,cables,bars,rods, or bundles of such elements.

A

Tendons

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11
Q

TRUE OR FALSE.

Tendons are usually made from low-strength steel, but can also be made from other materials such a FRP

A

FALSE=High-strength steel

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12
Q

What is FRP?

A

Fiberglass-reinforced polymer

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13
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

Reinforced concrete has considerable compressive strength per unit cost compared with most other materials.

A

TRUE

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14
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

Reinforced concrete doesn’t have great resistance to the actions of fire and water, and in fact is not the best structural material available for situations where water is present.

A

FALSE.

(It has great resistance & is the BEST structural material)

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15
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

Renforced concrete structures are not very rigid.

A

FALSE

(They are rigid.)

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16
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

Reinforced concrete, as compared with other materials, ha a very long srvice life.

A

TRUE

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17
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

Reinforced is usually the only economical material which is not available for footing, floor slabs, basement walls, piers, and similar applications.

A

FALSE

(AVAILABLE)

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18
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

A special feature of concrete is its ability to be cast into an extraordinary variety of shapes from simple slabs, beams, and columns to great arches and shells.

A

TRUE

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19
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

In most areas, concrete takes advantage of inexpensive local materials (sand, gravel, and water) and requires relatively small amounts of cement and reinforcing steel, which may have to be shipped from other parts of the country.

A

TRUE

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20
Q

TRUE or FALSE. (ADVANTAGES of Reinforced Concrete)

A higher grade of skilled labor is required for the erection compared with other materials such as structural steel.

A

FALSE

(A lower grade)

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21
Q

TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete)

Conrete has a very high tensile strength, requiring the use of tensile reinforcing.

A

FALSE

(Very low tensile strength)

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22
Q

TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete)

Forms are required to hold the concrete in place until it hardens sufficiently.

A

TRUE

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23
Q

TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete)

The high strength per unit of weight of concrete leads to light members.

A

FALSE

(Low strength= heavy members)

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24
Q

TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete)

Low strength per unit volume of concrete means members will be relatively large, an important consideration for tall buildings and long-span structures.

A

TRUE

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25
Q

TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete)

The properties of concrete doesn’t vary widely because of variations in its proportioning and mixing.

A

FALSE

(Properties of concrete vary widely)

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26
Q

Stress- strain curves of concrete cylinders are almost identical to those for the compression sides of _________.

A

Beams

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27
Q

It should be further noticed that the ________ grades of concrete are _________ than the stronger ones – that is, they will take larger strains before breaking.

A

Weaker, less brittle

28
Q

Mechanical Properties of Concrete

Compressive Strength

3000psi – 4000psi (20.68MPa – 27.58MPa)

A

For ordinary applications

29
Q

Mechanical Properties of Concrete

Compressive Strength

5000psi – 6000psi (34.47MPa – 41.37MPa)

A

For prestressed construction

30
Q

Mechanical Properties of Concrete

Compressive Strength

<9000psi – 10000psi (62.05MPa – 68.95MPa)

A

For some applications such as the columns of the lower stories of high-rise buildings

31
Q

Value varies with different concrete strengths, concrete age, type of loading, and the characteristics and proportions of the cement and aggregate

A

Modulus of Elasticity

32
Q

This is the slope of the stress-strain diagram at the origin of the curve.

A

Initial Modulus

33
Q

This is the slope of a tangent to the curve at some point along the curve - for instance, at 50% of the ultimate strength of concrete.

A

Tangent Modulus

34
Q

The slope of a line drawn from the origin to a point on the curve somewhere between 25% and 50% of its ultimate compressive strength is referred to as?

A

Secant Modulus

35
Q

This is determined by using the stresses and strains obtained after the load has been applied for a certain length of time.

A

Apparent modulus or long-term modulus

36
Q

▸ the ratio of lateral expansion to the longitudinal shortening
▸ values vary from 0.11 for the higher-strength concretes to as high as 0.21 for the weaker-grade concretes

A

Poisson’s Ratio

37
Q

after the concrete has been cured and begins to dry, the extra mixing water that was used begins to work its way out of the concrete to the surface, where it evaporates as a result, the concrete shrinks and cracks

A

Shrinkage

38
Q

under sustained compressive loads, concrete will continue to deform for long periods of time
▸ after the initial deformation occurs, the additional deformation is called?

A

Creep/Plastic Flow

39
Q

TRUE OR FALSE. CREEP

The longer the concrete cures before loads are applied, the smaller will be the creep.

A

TRUE

40
Q

TRUE OR FALSE. CREEP

Lower-strength concretes have less creep that do higher-strength concretes stressed at the same values.

A

FALSE
(Higher strength concretes=less creep)

41
Q

TRUE OR FALSE. CREEP

Creep increases with higher temperatures.

A

TRUE

42
Q

TRUE OR FALSE. CREEP

The higher the humidity, the smaller will be the free pore water that can escape from the concrete, thus
lesser creep.

A

TRUE

43
Q

TRUE OR FALSE. CREEP

Concretes with the highest percentage of cement-water paste have the highest creep because the paste, not the aggregate, does the creeping.

A

TRUE

44
Q

This will creep proportionately less than smaller thin members where the free water has smaller distances to travel to escape.

A

Large Concrete Members

45
Q

varies from about 8% to 15% of concrete’s compressive strength
▸ two indirect tests developed to measure concrete’s tensile strength:
▸ modulus of rupture test ▸fr= 0.62 sqrt f’c inMPa
▸ split-cylinder test

A

Tensile Strength

46
Q

varies from one-third to four-fifths of the ultimate compressive strength

A

Shear Strength

47
Q

2 types of Reinforcing Bars

A

A. Plain
B. Deformed

48
Q

A type of reinforcing bar which is not used very often except for wrapping around longitudinal bars, primarily in columns.

A

Plain

49
Q

A type of reinforcing bars which have ribbed projections rolled onto their surfaces to provide better bonding between the concrete and the steel.

Also, these are used for almost all applications.

A

Deformed.

50
Q

Frequently used for reinforcing slabs, pavements, and shells, and places where there is normally not sufficient room for providing the necessary concrete cover required for regular reinforcing bars

A

Welded wire fabric

51
Q

reinforcing bars may be rolled from

A

Billet steel, axle steel or rail steel

52
Q

4 minimum yield strength levels of bars:

A

Grade 40 (280 MPa);
Grade 60 (420 MPa);
Grade 75 (520 MPa); and
Grade 80 (550 MPa).

53
Q

ASTM A615(Marked with letter S for the type of steel)

A

Deformed and plain bilet steel bars

54
Q

ASTM A706 : (Letter W)which are to be used where controlled tensile properties and/or specially controlled chemical composition is required for welding purposes.

A

Low-alloy deformed and plain bars.

55
Q

ASTM A706 available in 2 grades

A

Grade 60 (420 MPa)
Grade 80 (550 MPa)

56
Q

Deformed rail steel or axle steel bars. They must be marked with the letter R (for type of steel).

A

ASTM A996

57
Q

When deformed bars are produced to meet both the A615 and A706 specifications, they must be marked with what letters?

A

letters S and W

58
Q

*Structural code addressing the design and installation of structural systems in the Philippines
▸ Not legally enforceable document
▸ Set of recommendations or statement of current good practice in reinforced concrete design

A

NSCP 2015

59
Q

WHAT IS ASEP?

A

Association of Structural Engineers of the Philippines

60
Q

organization of structural designers/engineers in the Philippines

A

ASEP (Association of Structural Engineers of the Philippines)

61
Q

What do you call the cement in which the Romans used?

A

Pozzolana

62
Q

Where do they found large deposits of a sandy volcanic ash?

A

Mt. Vesuvius and other places in Italy

63
Q

a concrete structure made by Romans which are dedicated to all gods which are located in Rome and was conpleted in ad 126

A

Pantheon

64
Q

what year was the real breakthrough for concrete?

A

1824

65
Q

An English bricklayer named ________ obtained a patent for a cement that he called _______ after long and laborious experiments.

A

Joseph Aspdin; portland cement

66
Q

the ability to resist crushing loads

A

compressive strength

67
Q

the curves are roughly straight while the load is increased from 0 to about 1/3 to 1/2 the concrete’s ultimate strength.

A

concrete stress strain curve