Introduction ARCHITECTURAL STUCTURES Flashcards

1
Q

are categorized as either
reinforced concrete (RC) or prestressed concrete (PSC)

A

Concrete structural construction components

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2
Q

NSCP

A

National Structural Code of the Philippines

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3
Q

is made up of two materials: 1) concrete which is strong in
compression but very weak in tension and 2) steel which is strong in both tension
and compression

A

Reinforced concrete

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4
Q

s composed of three materials, namely: cement, fine aggregates and
coarse aggregates.

A

Concrete

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5
Q

Attains high strength in 7 days, 3 days or even 1
day

A

Rapid Hardening Cement

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6
Q

Used primarily in situations where the work needs to
be completed in a very short period of time (e.g. concreting under water)

A

Quick Setting Concrete

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7
Q

Used for massive construction

A

Low Heat Cement

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8
Q

Used as a cheaper alternative

A

Blast Furnace Slag Cement

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9
Q

Ideal for concreting of marine structures and other
concreting works under water

A

Pozzolanic Cement

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10
Q

is an important component for mortar or concrete.

A

Water

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11
Q

When the water is
mixed in _____, it reacts with cement and forms a binding paste which fills small
voids in the sand

A

mortar

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12
Q

Only ______ can be
used in the concrete mix since impurities in dirty water generally has an adverse
effect on the concrete strength

A

clean water

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13
Q

Aggregates, which account for _____________ of
the total volume of concrete

A

60 to 75 percent

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14
Q

is defined as material that will pass a No. 4 sieve and will, for the
most part. be retained on a No. 200 sieve

A

Fine aggregate

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15
Q

is a material that will pass the 3-inch screen and will be
retained on the No. 4 sieve

A

Coarse aggregate

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16
Q

Two characteristics of aggregates have an important influence on proportioning
concrete mixtures because they affect the workability of the fresh concrete. They
are:

A
  1. Grading
  2. Nature of particles
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17
Q

(particle size and distribution)

18
Q

(shape, porosity, surface texture

A

Nature of particles

19
Q

provide enhanced concrete quality, improved durability and deliver
cost-benefits to both the producer and the user.

A

Admixtures

20
Q

Commonly Used Concrete Admixtures

A
  1. Set Retarding
  2. Air-Entrainment
  3. Water-Reducing
  4. Accelerating
  5. Shrinkage Reducing
  6. Super Plasticizers
  7. Corrosion-inhibiting
21
Q

These are used to delay the chemical reaction that takes place when the concrete
starts the setting process. This type of concrete admixture is commonly used to
reduce the effect of high temperatures that could produce a faster initial setting of
concrete. Also, this is a requisite for transporting ready-mix concrete (RMC) to delay
the setting while the mix is in transit

A

Set Retarding

22
Q

concrete can increase the freeze-thaw durability of concrete. This type
of admixture produces a more workable concrete than non-entrained concrete
while reducing bleeding and segregation of fresh concrete.

A

Air-Entrainment

23
Q

are chemical products that when added to concrete
can create a desired slump at a lower water cement ratio than what is normally
designed.

A

Water-Reducing

24
Q

used to increase the rate of concrete streng
development, or to reduce concrete setting time. Calcium chloride could i named
as the most common accelerator component; however, it could promor corrosion
activity of steel reinforcement

A

Accelerator concrete admixtures

Accelerating

25
concrete admixture is added to concrete during initial mixing. This type of admixture could reduce early and long-term drying shrinkage
Shrinkage Reducing
26
to produce flowing concrete will very high slump in the range of 7-9 inches to be used in heavily reinforce structures and in placements where adequate consolidation by vibration canne be readily achieved.
Super Plasticizers
27
all into the specialty admixture category and are used to slow corrosion of reinforcing steel in concrete
Corrosion-inhibiting
28
has relatively high compressive strength, but significantly low tensile strength, and as such is usually reinforced with materials that are strong in tension.
Concrete
29
The density of concrete varies, but is around
2,320 kilograms per cubic meter (22.8 kN/cu.m)
30
The unit weight of reinforced concrete used for load calculations can be conservatively taken as
24 kN/cu.m
31
the NSCP Code formula for concrete modulus of elasticity is
Ec = 4700 √ fc'
32
According to the NSCP 2015 (Art. 422.2.2.1), the maximum usable concrete strain is take as
0.003
33
Traditionally, the concrete grade commonly used has a strength of
21 MPa (3,000 psi)
34
The tensile strength of concrete is defined as the ___________
modulus of rupture, f.
35
Types of Concrete
1. Lightweight Concrete 2. High Density Concrete 3. Mass Concrete 4. Ready-mix Concrete 5. Shotcrete
36
One of the main advantages of normal weight concrete is the heavy self- weight of concrete. Density of normal concrete is of the order of 2200 to 2600 kg/m^3. This self-weight will make it to some extent an uneconomical structural material.
Lightweight Concrete
37
They are mainly used in the construction of radiation shields (medical or nuclear). -used for ballasting for pipelines and similar structures
High Density Concrete
38
sometimes preferred over on-site concrete mixing because of the precision of the mixture and reduced worksite confusion.
Ready-mix Concrete
39
It is defined as a mortar conveyed through a hose and pneumatically projected. high velocity on to a surface. There are mainly two different methods nans wet mix and dry mix process.
Shotcrete
40
also known as reinforcing steel, is a steel bar or mesh of steel wires used primarily as a tension device in reinforced concrete and reinforced masonry structures to strengthen and hold the concrete in tension. In some instances, rebars are also used as compression reinforcements.
Rebar (short for reinforcing bar)
41
Basic Load Combinations (From NSCP 2015, Art. 203.3.1)
1.4 (D + F) 1.2 (D + F + T) + 1.6(L + H) + 0.5 (Lr or R) 1.2D + 1.6(Lr, or R) + (f1L or 0.5W) 1.2D + 1.0W + f1L + 0.5(Lr or R) 1.2D ±1.0E + f1L 0.9D + 1.0W + 1.6H 0.9D ±1.0E + 1.6H
42
1.2D + 1.6L 1.2D + f1L + 1.0W