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
TRUE or FALSE. (DISADVANTAGES of Reinforced Concrete) The properties of concrete doesn't vary widely because of variations in its proportioning and mixing.
FALSE (Properties of concrete vary widely)
26
Stress- strain curves of concrete cylinders are almost identical to those for the compression sides of _________.
Beams
27
It should be further noticed that the ________ grades of concrete are _________ than the stronger ones – that is, they will take larger strains before breaking.
Weaker, less brittle
28
Mechanical Properties of Concrete Compressive Strength 3000psi – 4000psi (20.68MPa – 27.58MPa)
For ordinary applications
29
Mechanical Properties of Concrete Compressive Strength 5000psi – 6000psi (34.47MPa – 41.37MPa)
For prestressed construction
30
Mechanical Properties of Concrete Compressive Strength <9000psi – 10000psi (62.05MPa – 68.95MPa)
For some applications such as the columns of the lower stories of high-rise buildings
31
Value varies with different concrete strengths, concrete age, type of loading, and the characteristics and proportions of the cement and aggregate
Modulus of Elasticity
32
This is the slope of the stress-strain diagram at the origin of the curve.
Initial Modulus
33
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.
Tangent Modulus
34
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?
Secant Modulus
35
This is determined by using the stresses and strains obtained after the load has been applied for a certain length of time.
Apparent modulus or long-term modulus
36
▸ 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
Poisson's Ratio
37
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
Shrinkage
38
under sustained compressive loads, concrete will continue to deform for long periods of time ▸ after the initial deformation occurs, the additional deformation is called?
Creep/Plastic Flow
39
TRUE OR FALSE. CREEP The longer the concrete cures before loads are applied, the smaller will be the creep.
TRUE
40
TRUE OR FALSE. CREEP Lower-strength concretes have less creep that do higher-strength concretes stressed at the same values.
FALSE (Higher strength concretes=less creep)
41
TRUE OR FALSE. CREEP Creep increases with higher temperatures.
TRUE
42
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.
TRUE
43
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.
TRUE
44
This will creep proportionately less than smaller thin members where the free water has smaller distances to travel to escape.
Large Concrete Members
45
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
Tensile Strength
46
varies from one-third to four-fifths of the ultimate compressive strength
Shear Strength
47
2 types of Reinforcing Bars
A. Plain B. Deformed
48
A type of reinforcing bar which is not used very often except for wrapping around longitudinal bars, primarily in columns.
Plain
49
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.
Deformed.
50
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
Welded wire fabric
51
reinforcing bars may be rolled from
Billet steel, axle steel or rail steel
52
4 minimum yield strength levels of bars:
Grade 40 (280 MPa); Grade 60 (420 MPa); Grade 75 (520 MPa); and Grade 80 (550 MPa).
53
ASTM A615(Marked with letter S for the type of steel)
Deformed and plain bilet steel bars
54
ASTM A706 : (Letter W)which are to be used where controlled tensile properties and/or specially controlled chemical composition is required for welding purposes.
Low-alloy deformed and plain bars.
55
ASTM A706 available in 2 grades
Grade 60 (420 MPa) Grade 80 (550 MPa)
56
Deformed rail steel or axle steel bars. They must be marked with the letter R (for type of steel).
ASTM A996
57
When deformed bars are produced to meet both the A615 and A706 specifications, they must be marked with what letters?
letters S and W
58
*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
NSCP 2015
59
WHAT IS ASEP?
Association of Structural Engineers of the Philippines
60
organization of structural designers/engineers in the Philippines
ASEP (Association of Structural Engineers of the Philippines)
61
What do you call the cement in which the Romans used?
Pozzolana
62
Where do they found large deposits of a sandy volcanic ash?
Mt. Vesuvius and other places in Italy
63
a concrete structure made by Romans which are dedicated to all gods which are located in Rome and was conpleted in ad 126
Pantheon
64
what year was the real breakthrough for concrete?
1824
65
An English bricklayer named ________ obtained a patent for a cement that he called _______ after long and laborious experiments.
Joseph Aspdin; portland cement
66
the ability to resist crushing loads
compressive strength
67
the curves are roughly straight while the load is increased from 0 to about 1/3 to 1/2 the concrete's ultimate strength.
concrete stress strain curve