WOOD, STEEL, AND FIELD TEST Flashcards

1
Q

, because of its availability, relatively low
cost, ease of use, and durability (if properly designed),
continues to be an important civil engineering
material.

A

WOOD

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2
Q

used extensively for buildings,
bridges, utility poles, floors, roofs, trusses, and piles.

A

WOOD

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3
Q

Civil engineering applications include both
natural wood and engineered wood products, such as

A

LAMINATES, PLYWOOD, AND STRAND BOARD

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4
Q

Wood has a distinct structure that affects its
use as a construction material. Civil and construction
engineers need to understand the way the tree grows
and the anisotropic nature of wood to properly design
and construct wood structures

A

STRUCTURE OF WOOD

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5
Q

The concentric layers in the stem of
exogenous trees

A

GROWTH RINGS OR ANNUAL RINGS

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6
Q

The wood produced in one growing season
constitutes

A

SINGLE GROWTH RING

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7
Q

produced by rapid growth
during the spring

A

EARLYWOOD

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8
Q

from summer growth.

A

LATEWOOD

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9
Q

the weight of water in the specimen expressed as a
percentage of the oven-dry weight of the wood

A

MOISTURE CONTENT

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10
Q

Physical properties such as ______ depend on the
moisture content of wood

A

weight, shrinkage, and strength

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11
Q

Moisture exists in wood as either

A

BOUND OR FREE WATER

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12
Q

held within the cell wall by
adsorption forces, whereas free water exists as either
condensed water or water vapor in the cell cavities. In
green wood, the cell walls are saturated.

A

BOUND WATER

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13
Q

The
level of saturation at which the cell walls are
completely saturated, but no free water exists in the
cell cavities, is called

A

FIBER SATURATION POINT (FSP)

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14
Q

harvested from forests as logs.
They are transported to sawmills, where they are cut
into dimensional shapes to produce a variety of
products for engineering applications

A

WOOD

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15
Q

VARIETY OF WOOD PRODUCTS

A

Dimension Lumber
Heavy Timber
Round Stock
Engineered wood
Specialty items

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16
Q

typically used for
studs, sill and top plates, joists, beams, rafters,
trusses, and decking.

A

Dimension Lumber

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17
Q

used for heavy frame
construction, landscaping, railroad ties, and marine
construction.

A

Heavy Timbers

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18
Q

used for building poles, marine piling, and utility
poles.

A

Round Stock

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19
Q

consists of products
manufactured by bonding together wood strands,
veneers, lumber, and other forms of wood fiber to
produce a larger and 1 The current standards for
dimension lumber and heavy timber standards were
implemented in 1970.

A

Engineered Wood

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20
Q

Structural engineered wood products include
the following:

A
  1. structural panels including plywood,
    oriented strand board, and composite panels
  2. structural glued laminated timber (glulam),
  3. structural composite lumber
  4. composite structural members.
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21
Q

are milled and fabricated
products to reduce on-site construction time,
includes lattice, handrails, spindles, radius edge
decking, and turned posts.

A

SPECIALTY ITEMS

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22
Q

PHYSICAL PROPERTIES

A

SPECIFIC GRAVITY AND DENSITY

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23
Q

depends on cell size, cell wall
thickness, and number and types of cells. Regardless
of species, the substance composing the cell walls
has a specific gravity of 1.5.

A

SPECIFIC GRAVITY

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24
Q

ranges from 160 kg/m3 for balsa
to 1335 kg/m3 for black ironwood. Most wood types
have densities in the range of 300 to 700 kg/m3.

A

DRY DENSITY

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25
THERMAL PROPERTIES
THERMAL CONDUCTIVITY SPECIFIC HEAT THERMAL DIFFUSIVITY COEFFICIENT OF THERMAL EXPANSION
26
measure of the rate at which heat flows through a material.
THERMAL CONDUCTIVITY
27
The thermal conductivity of wood depends on several items including
a. GRAIN ORIENTATION b. MOISTURE CONTENT c. SPECIFIC GRAVITY d. EXTRACTIVE CONTENT e. STRUCTURAL IRREGULARITIES
28
is the ratio of the quantity of heat required to raise the temperature of the material one degree to that required to raise the temperature of an equal mass of water one degree.
SPECIFIC HEAT
29
s a measure of the rate at which a material absorbs heat from its surroundings.
THERMAL DIFFUSIVITY
30
a measure of dimensional changes caused by a temperature variance.
THERMAL COEFFICIENT EXPANSION
31
is a good electrical insulator
AIR DRY WOOD
32
MECHANICAL PROPERTIES
MODULUS OF ELASTICITY STRENGTH PROPERTIES LOAD DURATION DAMPING CAPACITY
33
TESTING TO DETERMINE MECHANICAL PROPERTIES
Flexure Test of Structural Members (ASTM D198) Flexure Test of Small, Clear Specimen (ASTM D143)
34
Flexure Test of Structural Members (ASTM D198)
FLEXURE (BENDING) COMPRESSION (SHORT COLUMN) COMPRESSION (LONG COLUMN) TENSION
35
Flexure Test of Small, Clear Specimen (ASTM D143)
STATIC BENDING (FLEXURE) IMPACT BENDING COMPRESSION PARALLEL TO THE GRAIN COMPRESSION PERPENDICULAR TO THE GRAIN TENSION PARALLEL TO THE GRAIN TENSION PERPENDICULAR TO THE GRAIN
36
Steel products used in construction can be classified as follows:
STRUCTURAL STEEL (VERTICAL COLUMNS) COLD-FORMED STEEL (TRUSSES AND DECKING) FASTENING PRODUCTS REINFORCING STEEL (REBARS) MISCELLANEOUS PRODUCTS
37
) produced by continuous casting and hot rolling for large structural shapes, plates, and sheet steel.
STRUCTURAL STEEL
38
produced by cold-forming of sheet steel into desired shapes.
COLD FORMED STEEL
39
used for structural connections, including bolts, nuts, and washers.
FASTENING PRODUCTS
40
use in concrete reinforcement
REINFORCING STEEL
41
use in such applications as forms and pans
MISCELLANEOUS PRODUCTS
42
Advantages of Steel
STRENGTH AND STIFFNESS UNIFORMITY & PERMANENCE DUCTILITY & TOUGHNESS SUSTAINABILITY
43
THREE PHASES OF STEEL PRODUCTION
1. reducing iron ore to pig iron 2. refining pig iron (and scrap steel from recycling) to steel 3. forming the steel into products the materials used to produce pig iron are coal, limestone, and iron ore.
44
Steel members have a high strength per unit weight ratio.
STRENGTH AND STIFFNESS
45
Steel properties do not change appreciably with time.
UNIFORMITY AND PERMANENCE
46
Steel has a remarkable ability to withstand * Large inelastic deformations(ductility) * Large amounts of energy(toughness)
DUCTILITY AND TOUGHNESS
47
Structural steel produced in the U.S. contains 93.3% recycled steel scrap. -At the end of the life of a given building, 98% of the steel is recyclable.
SUSTAINABILITY
48
y is a metal made by combining two or more metallic elements.
ALLOY
49
l is an alloy of iron and carbon.
STEEL
50
Alloys are added to steel to alter the character of steel.
ALLOYING AGENTS
51
used in hot-rolled structural shapes, plates, and bars.
STRUCTURAL STEEL
52
used for structural framing of floors, walls, and roofs as well as interior partitions and exterior curtain wall applications.
COLD FORMED STEEL
53
Since concrete has negligible tensile strength, structural concrete members subjected to tensile and flexural stresses must be reinforced.
REINFORCING STEEL
54
Reinforcing steel (rebar) is manufactured in three forms:
PLAIN BARS DEFORM BARS PLAIN WIRE FABRICS
55
are round, without surface deformations. provide only limited bond with the concrete and therefore are not typically used in sections subjected to tension or bending.
PLAIN BARS
56
have protrusions (deformations) at the surface; thus, they ensure a good bond between the bar and the concrete.
DEFORM BARS
57
develop the anchorage in concrete at the welded intersections, while deformed wire fabrics develop anchorage through deformations and at the welded intersections.
PLAIN WIRE FABRICS
58
there are four marking symbols IN BAR IDENTIFICATION CODES
LETTER CODE FOR MANUFACTURER NUMERICAL CODE FOR BAR SIZE LETTER CODE FOR TYPE OF STEEL GRADE
59
MECHANICAL TESTING OF STEEL
TENSILE TEST TORSION TEST CHARPY V NOTCH IMPACT TEST BEND TEST HARDNESS TEST ULTRASONIC TESTING
60
performed to determine the yield strength, yield point, ultimate (tensile) strength, elongation, and reduction of area
TENSILE TEST
61
used to determine the shear modulus of structural materials.
TORSION TEST
62
used to measure the toughness of the material, or the energy required to fracture a V-notched simply supported specimen.
CHARPY V NOTCH IMPACT TEST
63
The ductility to accommodate bending is checked by performing the semi guided The test evaluates the ability of steel, or a weld, to resist cracking during bending.
BEND TEST
64
a measure of a material’s resistance to localized plastic deformation, such as a small dent or scratch on the surface of the material.
HARDNESS
65
a nondestructive method for detecting flaws in materials. It is particularly useful for the evaluation of welds.
ULTRASONIC TESTING
66
done at the project site.
FIELD TESTING
67
Other types of field testing include:
SOIL AND AGGREGATE SAMPLING AND TESTING CONCRETE SAMPLING AND TESTING
68
Soil and Aggregate Sampling and Testing
Compaction and Density * Bearing Ratio * Permeability Testing
69
Concrete Sampling and Testing
* Air Entrainment Testing * Slump Testing * Temperatures * Unit Weight
70
describes the processes for preparing untreated aggregate and disturbed soil samples, as received from the field, for the required tests.
SOIL AND AGGREGATE SAMPLING TESTING
71
crucial for creating strong concrete that can weather the elements. IT prevents the expansion of water within hardened concrete from causing cracking, scaling, and other concrete damage during freeze-thaw cycles
AIR ENTRAINMENT TESTING
72
determine the workability or consistency of concrete mix prepared at the laboratory or the construction site during the progress of the work.
SLUMP TESTING/ CONCRETE SLUMP TEST