Agricultural Structures Flashcards

MRII - rev mats

1
Q

deals with the relation between the externally applied loads and their internal effects on bodies assumed not ideally rigid.

A

Strength of Materials

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2
Q

often refers to various methods of calculating stresses in structural members, such as beams, columns and shaft

A

Strength of Materials

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3
Q

unit strength of a material; internal resistance to the action of external forces; force per unit area.

A

Stress

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4
Q

the stress state when the material tends to contract/compact.

A

Compressive stress

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5
Q

a loading that tends to produce stretching of a material by the application of axially directed pulling forces

A

Tensile stress

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6
Q

happens when a force is applied to produce a sliding failure of a material along a plane that is parallel to the direction of the applied force.

A

Shear stress

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7
Q

the change in geometry when stress is applied (in the form of force loading, gravitational field, acceleration, thermal expansion, etc.). _______ is expressed by the displacement field of the material.

A

Deformation

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7
Q

the greatest unit stress a material can withstand without rupture.

A

Ultimate Stress

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7
Q

compressive stress exerted on an external surface of a body by another body

A

Bearing stress

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8
Q

the lowest stress that gives permanent deformation in a material.

A

Yield strength

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9
Q

measure of the ability of the material to absorb and release energy in the plastic range.

A

Toughness

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9
Q

a limit state of tensile stress that leads to tensile failure in the manner of ductile failure (yield as the first stage of failure, some hardening in the second stage and break after a possible “neck” formation)

A

Tensile strength or ultimate tensile strength

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9
Q

mathematical term to express the trend of the deformation change among the material field.

A

strain

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9
Q

limit state of compressive stress that leads to compressive failure in the manner of ductile failure (infinite theoretical yield) or in the manner of brittle failure (rupture as the result of crack propagation, or sliding along a weak plane

A

Compressive strength

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9
Q

Often measured with the Izod impact strength test or Charpy impact test, both of which measure the impact energy required to fracture a sample.

A

Impact strength

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10
Q

the capability of the material in withstanding the suddenly applied loads in terms of energy.

A

Impact strength

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10
Q

term to describe the magnitude to which a structural element bends under a load.

A

deflection

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10
Q

a measure of the strength of a material or a component under cyclic loading, and is usually more difficult to assess than the static strength measures

A

Fatigue strength

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10
Q

the relation between applied stress and the resulting strain is directly proportional (up to a certain limit), and a graph representing those two quantities is
a straight line.

A

straight line

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11
Q

ratio of ultimate strength to allowable strength

A

Factor of safety

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12
Q

the ability of a material to return to its previous shape after stress is released

A

Elasticity

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12
Q

displacements of a specimen (for example a bar element) it is expressed as the quotient of the displacement and the length of the specimen

A

uniaxial loading

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12
Q

indicates the ability of the material to deform in the plastic range without breaking.

A

Ductility

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13
Q

also known as “Young’s Modulus” which is the slope of the line in a stress-strain graph.

A

Modulus of Elasticity

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13
Q

states that within the range of elastic behavior, the stress is proportional to strain.

A

Hooke’s Law

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13
Q

ability of a material to absorb energy in the elastic range. Stiffness – resistance of a material to deformation in the elastic range.

A

Resilience

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14
Q

the opposite of elastic deformation and is accepted as unrecoverable strain. ______ is retained even after the relaxation of the applied stress.

A

Plasticity/ Plastic deformation

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14
Q

modulus of elasticity in shear.

A

Modulus of Rigidity

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14
Q

the point where the stress is exactly proportional to strain ends in the stress-strain graph.

A

Proportional limit

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15
Q

the point after which any continued stress results in permanent, or inelastic, deformation in a stress strain graph.

A

Elastic limit

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16
Q

the point when the stress resistence of the material decreases after the peak of the curve in the stress-strain graph.

A

Yield point

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17
Q

state that any axial deformation is always accompanied by a lateral contraction

A

Poisson’s Ratio

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18
Q

stress caused by elongation/contraction in the material as a result of temperature changes.

A

Thermal stress

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19
Q

the twisting of an object due to an applied torque.

A

Torsion

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20
Q

stresses caused by bending moments

A

Flexural stresses

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21
Q

forces that causes twisting motion.

A

torque

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22
Q

a member usually bent by transverse forces acting perpendicular to the longitudinal axis of the member.

A

Beam

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23
Q

supported at both ends usually with a pin and roller support

A

Simple beam

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24
Q

fixed at one end and free at the other end.

A

Cantilever beam

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25
Q

beam that extend beyond the support

A

Overhanging beam

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26
Q

beam that rest on more than two support and is treated as statically indeterminate.

A

Continuous beam

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27
Q

point of a body where the force (example – weight) acts.

A

Center of gravity / Centroid

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28
Q

type of load applied at a point in a beam (example – wheel load).

A

Concentrated load

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29
Q

load applied at a considerable length of beam (example – weight of concrete slab).

A

Uniformly distributed load

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30
Q

the greatest pitch in a series of rows of rivets.

A

Long Pitch

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31
Q

a load applied at a considerable length of beam or section which either increase or decrease in intensity
(example– water load on dam face)

A

Uniformly varying load

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31
Q

natural features of the topography should be used to shelter the farmstead from heavier winds. If such protection is not available, trees or shrubs should be planted.

A

Windbreaks

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32
Q

in riveted connection is the distance center to center of two rivets.

A

Pitch

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32
Q

as the distance between buildings is increased, the travel required in the performance of the chores is increased and the amount of cropland used for the farmstead becomes greater

A

Distance Between Buildings

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33
Q

smallest pitch in a series of rows of rivets

A

Short pitch

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33
Q

includes a group of rivets whose pattern recurs along the length of the joint.

A

Repeating section

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33
Q

includes silos and its components, farm roads and bridges, farm machinery sheds, farm houses, farm products storage and warehouses, buildings and structures

A

Agricultural Structure/Farm Structure

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34
Q

an area where farmhouses are located and considered as the center of farm enterprise

A

Farmstead

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34
Q
  1. Located near the center of the farm or middle of the long side near the road or highway.
  2. The site should have favorable elevation with good drainage.
  3. Near to an electric power line.
  4. Near the mail delivery route and water supply.
A

Features of Ideal Farmstead:

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34
Q

Distance between buildings should not be too far yet not near enough to allow some area between buildings as a means of reducing fire hazard. A distance of_______ is usually adequate.

A

75 ft or 29 m

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35
Q

it should have access to a public highway without the expense of maintaining an extensive private roadway

A

Location

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35
Q

the soil should be sufficiently well drained to provide suitable foundation for the construction.

A

Site Drainage

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35
Q

Factors Needed to Consider in Designing Farm Structure:

A
  1. Location
  2. Site Drainage
  3. Distance Between Buildings
  4. Windbreaks
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35
Q

insertion of a rod or coiled wire through the hole in the skull of cattle made by the captive blot to destroy the brain and spinal cord to prevent reflex muscular action and possible injury to operatives

A

pithing

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35
Q

compartment which is suitable for confining only one animal at a time while it is being stunned and which is so constructed as to confine, without discomfort, to prevent any substantial movement of the animal forward, backward or sideway

A

stunning pen

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36
Q

renders an animal insensible before it is killed

A

stunning

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36
Q

preparation of carcass after evisceration, ready for storage or sale

A

dressing

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36
Q

severance of the major blood vessels in the neck or immediately anterior to the heart by means of a knife and
“stuck” shall be constructed accordingly.

A

sticking

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36
Q

cleaning the carcass by burning the hair

A

singeing

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36
Q

remove as much blood from the carcass as possible before further handling

A

bleeding

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36
Q

lowering of animal into steam to prepare skin for dehairing

A

scalding

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36
Q

removal of the hair of the carcass

A

dehairing

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37
Q

suspending the carcass for particular operation

A

gambrelling

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37
Q

process of removing the internal organs in the abdominal and thoracic cavities

A

evisceration

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38
Q

dividing carcass into parts

A

splitting

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39
Q

all parts including viscera of slaughtered cattle, sheep, goats or swine that may be used for human consumption

A

carcass

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40
Q

edible part of the muscle of cattle, sheep, goats or swine

A

meat

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41
Q

part of internal organs of a slaughtered animal

A

offal

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42
Q

digestive tract of ruminants such as the stomach, or the intestines which still contain fecal matter

A

green offal

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43
Q

digestive tract of swine such as the stomach, or the intestines which still contain fecal matter

A

black offal

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44
Q

meat requiring further examination as declared by a veterinary inspector after veterinary examination

A

detained meat

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44
Q

meat which is unfit for human consumption as declared by a veterinary inspector after veterinary examination

A

condemned meat

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45
Q

black or green offal

A

gut and tripe

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46
Q

any premise or yard used for the confinement of animals awaiting to be slaughtered which include unloading ramp, pens and detention pens

A

lairage

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47
Q

building used for storing paddy or rice and other grains in bags

A

warehouse

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48
Q

refers to cattle and carabao

A

large animals

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48
Q

refers to sheep, goat, and deer

A

small animals

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48
Q

animals are free to move in a pen while awaiting to be slaughtered

A

loose type

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49
Q

separate compartment in the lairage used to confine sick or suspected animals

A

detention pen

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49
Q

pugnacious animals are tied within the pen while awaiting to be slaughtered

A

tie-up type

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49
Q

building or place used for killing of animals where the flesh is intended for human consumption

A

slaughterhouse

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50
Q

process of using chemicals to control insects in grains in a form of fumes

A

fumigation

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50
Q

female between two to three years of age which has not given birth

A

heifer

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50
Q

_____ storing of paddy or corn kernels in bags usually made of jute (gunny) or polyethylene and normally accommodates ______ kilos

A

bag storage, 44-45

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50
Q

paddy; rough rice; un-hulled grain or Oryza sativa L., that is grain with the hull/husk enclosing the grain

A

palay

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51
Q

pallet; “tarima”; wooden frames used on concrete floors for stacking bags to prevent direct contact between the grains and the floor

A

dunnage

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51
Q

amount of moisture in the grain expressed as percentage of the total weight of the sample, wet basis

A

moisture content

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51
Q

moving of air through stored grains at low airflow rates (generally between 0.07-0.28 cubic meter per minute per
ton) for purposes other than drying, to maintain or improve it quality

A

aeration

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51
Q

mature male goat

A

buck

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52
Q

doe without milk

A

dry doe

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52
Q

mature female goat that has kidded

A

doe

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52
Q

area with its physical facilities used for cattle fattening

A

feedlot

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52
Q

breeding male of any age

A

bull

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53
Q

young goat under six months old of either sex

A

kid

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53
Q

mature female sheep that has already lambed

A

ewe

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53
Q

sheep under six months of age

A

lamb

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54
Q

mature male sheep

A

ram

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55
Q

young male or female under one year of age

A

calf

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55
Q

mature female that has already calved

A

cow

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56
Q

enclosure for confining and handling livestock

A

corral

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57
Q

pen for confining animals from the pasture

A

holding pen

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58
Q

pen used to funnel cattle into the working chute

A

crowding pen

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59
Q

chute leading the cattle from the crowding pen to the holding chute/squeeze

A

working chute

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60
Q

area with its physical facilities used for carabao fattening

A

feedlot

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60
Q

squeeze; use to restrain animals

A

holding chute

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61
Q

chute used to load cattle from working chute or crowding pen to a vehicle

A

loading chute

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62
Q

plant used to process animal wastes or manure to produce biogas and sludge consisting of an inlet/mixing tank, digester, gas chamber and outlet/ sludge tank

A

biogas plant

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62
Q

one to two-year-old cattle of either six

A

yearling

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62
Q

animals are free to move between resting, feeding and watering areas

A

loose housing

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63
Q

mature female that has already calved

A

caracow

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63
Q

act of giving birth

A

parturition

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63
Q

biogas plant where the digester and gas chamber from one unit

A

integrated plant

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64
Q

female carabao below two years of age which has not yet calved

A

caraheifer

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64
Q

mixture of gas (composed of 50 to 70 percent methane and 30 to 40 carbon dioxide) produced by methanogenic bacteria

A

biogas

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65
Q

layer of compacted soil and gravel to support the digester wall

A

backfill

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65
Q

digester and gas chamber form separate units

A

split-type plant

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65
Q

plant with series of digester

A

multi-digester plant

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66
Q

plant consisting of digester and a moving, floating gasholder that either float directly in the fermenting slurry or in a separate water jacket

A

floating type

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66
Q

serves as conveyor of the manure-water mixture or slurry from the mixing tank to the digester

A

inlet pipe

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66
Q

closed digester with an immovable, rigid gas chamber and a displacement pit

A

fixed type

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67
Q

plant consisting of a heat-sealed plastic or rubber bag (balloon), combining digester and gasholder

A

balloon type

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67
Q

holding tank; chamber where manure and water are collected, stored and separated from heavy and non biodegradable materials before feeding them into the digester.

A

collecting tank

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67
Q

mixture of manure and water

A

slurry

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68
Q

digestion; various processes that take place among the methanogens, non-methanogens and substrates fed into the digester as inputs

A

methanization

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68
Q

anaerobic bacteria that act upon organic materials and in the process, produce biogas

A

methanogens

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68
Q

space inside or outside the digester for the collection and storage of biogas

A

gas chamber

69
Q

biodigester; bioreactor; anaerobic reactor; any water and air-tight container designed for the process of anaerobic microbiological degradation of organic matter into which the slurry is introduced for digestion and methanization

A

digester

69
Q

mixer; agitator; mechanical device inside the digester used to stir the slurry

A

stirrer

69
Q

residue that comes out at the outlet after the substrate is digested/processed inside the digester

A

effluent

69
Q

serves as conveyor where the effluent or the slurry is forced out

A

outlet pipe

69
Q

settled portion or precipitate of the slurry; a mud-like, semi-solid mass

A

sludge

70
Q

amount of slurry fed per unit volume of digester capacity per day

A

loading rate

70
Q

amount of biogas produced per day per cubic meter of slurry

A

gas production rate

70
Q

average period that a given quantity of slurry is retained in the digester for digestion

A

retention time

70
Q

temperature range of 20°C – 40°C where mesophilic bacteria operates

A

mesophilic temperature rage

71
Q

difference in height between the digester wall and the filling line

A

freeboard

71
Q

organic material used to produce biogas

A

substrate

71
Q

layer of floating material (mainly fibrous) on the slurry

A

scum

71
Q

level of slurry when the digesters is at full load

A

filling line

71
Q

cantilever beam that holds the gasholder/movable cover in position at the desired biogas pressure

A

gasholder retainer

72
Q

structure that provide a reliable enclosure within which an environment favorable to plant growth can be attained

A

greenhouse

73
Q

gutter connected; method of greenhouse construction where modular roof units are connected at the eave by a common gutter

A

ridge and furrow greenhouse

74
Q

addition of heat to the interior of the greenhouse from any energy source including the sun

A

heating

74
Q

ventilation of greenhouse using fans

A

mechanical ventilation

75
Q

removal of heat from the interior of the greenhouse

A

cooling

75
Q

prevents excess solar radiation in the greenhouse

A

shading

75
Q

process of exchanging air inside the greenhouse with outside air to control temperature, humidity, oxygen or carbon dioxide levels

A

ventilation

76
Q

ventilation of greenhouse which occurs through controlled openings due to natural pressure variations inside and outside the greenhouse

A

natural ventilation

76
Q

(classes of concrete mixture) members not reinforced for bending stress

A

Class B

76
Q

(classes of concrete mixture) for footing not under water

A

class c

76
Q

mixture of cement, sand, gravel, and other inert materials, and water

A

concrete

76
Q

(classes of concrete mixture) for beams, slabs columns, all members subjected to bending

A

class a

77
Q

powder that when mixed with water can be a good binder for sand or gravel into a hard-solid mass.

A

cement

77
Q

mixture of cement, sand, and water used for laying bricks or masonry; It is too weak to be used as materials for building.

A

Mortar

77
Q

crushed stone, crushed gravel or gravel with diameter above 5 mm.

A

Coarse aggregate

77
Q

in the form of crushed stone, sand, crushed gravel with 5-mm diameter and below.

A

Fine aggregates

77
Q

should be clean and free from injurious amount of oil, acids, alkali, organic materials, or other deleterious substances.

A

Mixing Water

77
Q

a materials held together by the paste formed of cement and water

A

Aggregates

77
Q

concrete with high silica content and used for heat insulator for furnaces and other heat generating device.

A

Refractory Cement

77
Q

term for walls, pillars, arches, and other structures by laying bricks, stone blocks, and other stone like materials such as hallow blocks.

A

Masonry

77
Q

Classifications of Masonry Materials;

A

blocks, bricks, and tiles

77
Q

ordinary brick used for walls and piers, backup for terra cotta, and other purposes that do not require a special color texture or shape.

A

Common Brick

77
Q

especially manufactured for use as a facing material: particularly care is taken to assure good color and surface texture, regularity in shape and dimension, and other characteristics that may contribute to a desired architectural effect.

A

Face Brick

77
Q

has a smooth glossy surface achieved in manufacture by firing at a high temperature after coating the unfired units with compounds that will fuse to provide a hard-impervious surface

A

Glazed Brick

77
Q

widely used reinforcing material for almost all types of concrete construction. It is an excellent partner of concrete in resisting both tension and compression load and hundred times stronger in tensile strength.

A

Steel

77
Q

a fibrous substance which composed the trunk and branches of the tree that lies between the pith and the bark.

A

wood

77
Q

the structural reinforcing member that holds or binds together the main reinforcement of a beam or girder to a designed position.

A

stirrups

77
Q

are special brick composed of clay, silica, flint, and feldspar. They have a high fusing point and are suitable for FURNACE or FIREPLACE linings.

A

Fire Brick

77
Q

wood after it is sawed or sliced into boards, planks, timber, etc.

A

lumber

77
Q

a panel which are made of wood chips that have been exploded, leaving cellulose fibers and lignin

A

Hardboard

77
Q

is made of any vegetable mineral, or synthetic fiber mixed with binder and pressed into a flat sheet

A

Pressed Board

77
Q

un-planed or undressed lumber

A

Rough Lumber

77
Q

planed lumber having at least one smooth side.

A

Surfaced or Dressed Lumber

77
Q

lumbers that are joined together by a glue to form a bigger size of timber with the desired size and shape

A

Glued-Laminated Lumber

77
Q

is a glue laminated wood product engineered to make a thin sheet of wood 1/10 to 1/4 in. in thickness

A

Plywood

77
Q

a panel made of wood fibers bonded with urea type resins and pressed under high temperature.

A

Particle Board

77
Q

the kind of rough lumber which is cut tangent to the annual rings running the full length of the log and containing at least one flat surface.

A

Slab

78
Q

a wide piece of lumber five inches or 13 cm or larger in its smallest dimension

A

Timber

79
Q

a wide piece of lumber from 4- to 13-cm thick

A

Plank

80
Q

a piece of lumber less than 4 cm thick with at least 10 cm wide

A

Board

81
Q

a thick piece of lumber

A

Flitch

82
Q

annual rings are small the grain or marking which separates the adjacent rings

A

Fine grained

83
Q

large grain

A

Coarse grain

84
Q

when the direction of the fibers are near parallel with the side and edges of the board.

A

Straight Grained

84
Q

when a lumber is taken from a crooked tree.

A

Crooked or Cross-Grained

84
Q

are most preferred in building construction which grows larger by addition of layer on the surface each year.

A

Exogenous trees

84
Q

a liquid paste formulation used to remove paint, varnish, enamel, or laquer.

A

Paint Remover

84
Q

a mixture of a pigment and vehicle such as oil or water that together form a liquid or paste that can be applied to a surface to provide an adherent coating that imparts color to and often protects the surface.

A

paint

84
Q

a post which supports a handrail and encloses the open sections of a stairway.

A

Baluster

84
Q

is the height of a flight of stairs from landing to landing.

A

Rise

84
Q

a level stage in a shaft at which cages are loaded and discharged

A

Landing

85
Q

a board placed vertically beneath the tread of a step in a staircase.

A

Riser

85
Q

the horizontal distance from the first to the last riser of stair flight

A

run

85
Q

support at the end of a bridge

A

Abutment

85
Q

for foundations unless otherwise stated

A

Coarse Concrete

85
Q

for floor slabs, roads, yards, etc.

A

Normal Concrete

85
Q

applied to sand/coarser materials that the cement bonds together.

A

Aggregate

85
Q

loading that will cause failure on the supporting soil.

A

Soil bearing capacity

85
Q

without charge for delivery to and placing on board or carriers at a specific point.

A

Free on Board (FOB)

85
Q

lumber finished smooth on all four sides.

A

S4S

85
Q

column-like concrete foundation

A

Pier

85
Q

a unit of deformation

A

strain

85
Q

opposite of toughness and durability and refers to small resistance to a sudden blow. Also the tendency to fracture without appreciable deformation

A

Brittleness

85
Q

algebraic sum of all the external forces, acting parallel to a cross section on one side of the section tending to cause failure by a sliding movement.

A

Shear force

85
Q

endurance limit.

A

Fatigue strength

85
Q

also known as drawing. Hardened and quenched steel is subjected to additional heating at temperature below the critical temperature for a certain period of time then allowed to cool in still air (obtain tempered martensite.)

A

tempering

85
Q

term, which includes girders, stringers, joists, rafters, purlins, lintels, and even roof boards or flooring.

A

beam

85
Q

a condition in which the pressure of air in an enclosed space is greater than that of the outside atmosphere.

A

plenum

85
Q

amount of sag or settlement under a load measured from the horizontal level.

A

Deflection

85
Q

property of an elastic body by which energy can be stored up in the body by loads applied to it and given up in recovering its original shape when loads are removed. Also the quality of absorbing impact loads without passing the elastic limit.

A

Resilience

85
Q

gradually supply moisture and maintaining proper temperature so as to have favorable conditions for hydration of the cement particularly during the early hardening period.

A

Curing

85
Q

refer to the resistance of the material to deterioration in quality during its period of use.

A

Durability

85
Q

for concrete work is usually less than ¼ inch in diameter.

A

Fine aggregate

85
Q

softening process in which an iron box alloy is heated to high temperature for transformation. After being held for proper time at this condition, the temperature is lowered in a furnace to a temperature below the transformation range.

A

Annealing stee

85
Q

maximum tensile stress that a material can resist without failure.

A

Tensile strength

85
Q

are large beams taking the place of interior foundation. They form supports for joists and interior walls or other bearing.

A

Girders

85
Q

a projecting portion of tooth that engages similar parts on another wheel or gear.

A

cog

85
Q

undressed as it comes from the saw.

A

rough lumber

85
Q

resistance to bending or deformation under stress within elastic limit. It is measured by the modulus of elasticity in the elastic range, the higher the modules the stiffer.

A

Stiffness

85
Q

general term for timber and lumber.

A

wood

85
Q

lumber, which has been run though a matching, machine, sticker or molder.

A

Worked lumber

85
Q

freshly cut trees, raw logs, large size cut or sawn logs

A

timber

85
Q

wood products associated with lumber yards (sawn timber, cut into commercial sizes).

A

lumbers

85
Q

branch of physical science concerned with the action of forces on bodies and the effects of which they produce.

A

Mechanics

86
Q

materials are considered durable if they retain their strength and other properties over a considerable period of time.

A

Durability

86
Q

this characteristic of a material measures the erase with which it can be worked or shaped.

A

Workability

86
Q

the degree to which a material resists chemical combination with other materials with which it comes in contact is a measure of its resistance to corrosion.

A

Resistance to Corrosion

87
Q

the resistance offered by a rigid body to an external force tending to change its form.

A

Stress

88
Q

change in form produced by a stress.

A

strain

89
Q

are those tending to cause two contiguous parts of a body to slide, relative to each other in a direction parallel to their plane of contact.

A

Shearing Stress

89
Q

the limit of stress within which deformation disappear after the stress is removed.

A

Elastic limit

89
Q

are those tending to pull an object in two, or to stretch it.

A

Tensile Stresses

90
Q

the ratio of the increment of unit stress to increment of unit deformation. It is a measure of stiffness of
materials.

A

Modulus of elasticity

90
Q

the ability of a material to return to its original shape after the removal of stresses.

A

Elasticity

90
Q

tend to press or squeeze an object.

A

Compressive Stress

90
Q

the internal resistance per unit area that results from an external force.

A

Unit Stress

90
Q

is the amount of stress, which produces failure by increasing the unit until breakage or rupture occurs

A

Ultimate Strength

90
Q

the amount of change in the materials shape.

A

Deformation

90
Q

means small measure.

A

Modules

91
Q

the ratio of the ultimate strength to the working stress-common factor of safety for wood is 4 and for steel is 2.

A

Factor of Safety

91
Q

the measure of the strength of a beam according to the arrangement of the material

A

Section Modulus

91
Q

the measure of the resistance of materials to bending stresses

A

Modulus of Rapture

91
Q

the highest unit stress to which a material should be subject for a specific purpose

A

Working Stress/Allowable Unit Stress

91
Q

the tendency or a measure of tendency, to produce motion, especially around a point or an axis. It is a measure of stresses acting on the beam.

A

Bending moment

91
Q

the weight of the structure itself

A

dead load

91
Q

the weight carried by the structure, on the weight that is super imposed on it.

A

Live load

91
Q

point that corresponds to the center of gravity of a very thin homogenous plate of the same area and shape.

A

Centroid

91
Q

load of uniform magnitude, for each unit of length that extends, over a portion or the entire length of a member.

A

Uniformly Distributed Load

91
Q

material, which is mixed with Portland cement aggregate, or water added to concrete to modify its properties.

A

Admixture

91
Q

a structural member that is reasonably long compared with its lateral dimensions when suitably supported, and subjected to transverse forces so applied as to induce bending of the member in an axial plane.

A

beam

91
Q

graphical representation of the values of the vertical shear throughout the length of a beam.

A

Shear Diagram

91
Q

changes or tends to change the state of rest or motion or causes a body on which the forces acts, to change its shape if held in place by another force or forces.

A

force

91
Q

the tendency for one part of a beam to move vertically with respect to an adjacent part is called.

A

Vertical shear

91
Q

an element used primarily to support axial compressive loads and with height at least three times its least lateral dimension.

A

column

91
Q

the entire assemblage at the intersections of the members.

A

Joints

92
Q

inert material, which is mixed with Portland cement and water to produce concrete.

A

Aggregate

92
Q

an upright compression member having a ratio of unsupported height to average least lateral dimensions of 3 or less.

A

pedestal

92
Q

mixture of Portland cement, fine aggregate, coarse aggregate, and water.

A

concrete

92
Q

aggregate having a dry, loose weight of 70-lbs/cu ft.

A

Aggregate (Lightweight)

92
Q

any mechanical device capable of developing the strength of the reinforcement without damage to the concrete. It is the means by which the pre – stress force is permanently transferred to the concrete.

A

Mechanical Anchorage

93
Q

plain or reinforced concrete element cast in other that its final position in the structure

A

Pre-Cast Concrete

94
Q

concrete containing reinforcement, including pre-stressing steel, and designed on the assumption that the two materials not together in resisting forces.

A

Reinforced Concrete

95
Q

continuously around reinforcement in the form of cylindrical helix.

A

Spiral

96
Q

a vertical element used primarily to enclose or separate spaces.

A

Wall

96
Q

process of connecting one joint to another.

A

Bridging

97
Q

the height or rise of a truss divided by the span

A

pitch

97
Q

these are the spaces between trusses

A

bays

97
Q

is the sum of the products obtained by multiplying all the infinitely small areas by the square of their distances to the neutral axis.

A

Moment of inertia

97
Q

is a jointed frame, used to support loads over a relatively long span

A

truss

97
Q

an index of the stiffness of a structural section when used as a column or other compression member.

A

Radius of Gyration

97
Q

a horizontal plane separating the compressive and tensile stress.

A

Neutral Surface

97
Q

ASTM

A

American Society of Testing and Materials.

97
Q

the distance from the edge of a member to the center of the connector closer to the edge, measured perpendicular to the edge.

A

Edge Distance

98
Q

the property of a material that permits it to undergo plastic deformation when subjected to stresses

A

Ductility

98
Q

the ability of a material to be deformed and to return to the original shape.

A

elasticity

98
Q

the unbraced length in inches divided by the dimension of the least side.

A

Slenderness Ratio

98
Q

materials have the same properties in all directions. (Wood has a grain; rolled steel is not isotropic).

A

Isotropic

98
Q

the ration of plastic section modulus to the elastic section modulus.

A

Shape Factor

98
Q

the lines, parallel to the length of a member, in which bolts or rivets are placed.

A

Cage lines

98
Q

the moment of inertia for an area relative to a line or axis perpendicular to the plane of the area

A

Polar moment of inertia

98
Q

the beam spanning from truss to truss that brings to the trusses the leads due to wind, and weight of the roof connections

A

purlin

98
Q

is a loss of carbon from the surface of steel occurring during hot rolling, forging and heat-treating, when the surrounding medium reacts with the carbon.

A

Decarburization

98
Q

brings about the precipitation of a constituent from a supersaturated solid solution by holding body at an elevated temperature, also called artificial aging.

A

Precipitation Heat Treatment

98
Q

the portion of a truss that occurs between two adjacent joints of the upper chord

A

panel

98
Q

contact pressure between separate bodies.

A

Bearing stress

98
Q

bending of a material beyond the elastic range of strain.

A

Plastic Bending

98
Q

occurs in some metals, notably certain stainless, aluminum, and copper alloys, at ambient temperature after solution heat treatment, the process being on a of constituent precipitating from solid solution.

A

Age hardening (precipitation hardening)

98
Q

the ability of a material to absorb of damp vibrations, which is process of absorbing kinetic energy of vibration owing to hysteresis.

A

Damping Capacity

98
Q

steel are usually considered to be the metallic elements added for the purpose of modifying the properties

A

Alloying elements

98
Q

a substance with metallic properties composed of two or more elements of which at least one is a metal.

A

Alloy

98
Q

the characteristics of exhibiting different properties when tested in different directions (as tensile strength “with the
grain” or “across the grain”).

A

Anisotropy

98
Q

the process of deforming a metal plastically at a temperature below the recrystallization temperature and at rate to produce strain hardening.

A

Cold working

98
Q

one, which a specimen, supported at both ends as a simple beam, is broken by the impact of a falling pendulum. The energy absorbed in breaking the specimen is a measure of the impact strength of the metal.

A

Charpy Test

98
Q

brittleness of metal at ordinary or low temperature

A

Cold Shortness

98
Q

a limited area within the farm, occupied by building corrals, fences, and gates, and used generally as center of operations for farm work and activities.

A

Farmstead

98
Q

a temper produced in a wire, rod, or tube by cold drawing

A

Hard Drawn

98
Q

a management system for dairy cattle wherein the adult animals are given access to a feeding area, a resting area, and an adjoining open lot

A

Loose Housing

98
Q

involves the loss of ductility because of a physical or chemical change of the material.

A

Embrittlement

98
Q

part of the carbon content of steel or iron that is in the form of graphite or temper carbon.

A

free carbon

98
Q

have the same structure at all points. (Steel consists of randomly oriented iron crystals of different sizes, with other matter in between and is thus not homogenous).

A

Homogenous materials

98
Q

a test which a specimen, support at one end as a cantilever beam, is broken by the impact of falling pendulum. The energy absorbed in breaking and is thus not homogenous).

A

Izod test

98
Q

the materials susceptibility to extreme deformation in rolling and hammering. The more malleable the metal, the thinner the sheet into which it can be formed.

A

Malleability

98
Q

the ratio of the lateral strain (contracting) to the longitudinal strain (extension) when the element is loaded with a longitudinal tensile force.

A

Poisson’s Ratio

98
Q

is increasing the hardness and strength by plastic deformation.

A

strain hardening

98
Q

is the ability of metal to be deformed considerably without rupture.

A

plasticity

98
Q

stress which causes a specified permanent deformation of a material, usually 0.01% or less.

A

Proof Stress

98
Q

brittleness in steel when it is red hot.

A

Red Shortness

98
Q

steel that contains significant quantities of recognized alloying metals, the most common being aluminum,
chromium, etc.

A

Wrought Alloy Steel

98
Q

several rows of treed of various size to reduce air velocities and dust.

A

wind break

98
Q

associated with creep, is the decreasing stress at a constant strain; important for metals in high – temperature service.

A

relaxation

98
Q

an operation or combination of operations involving the heating and cooling of metal or an alloy in the solid state for the purpose of altering the properties of the material.

A

Heat Treatment

98
Q

are those not due to applied loads or temperature gradients, they exists for various reasons, as unequal
cooling rates, cold working, etc.

A

Residual Stress

98
Q

a heating and slow cooling of a solid metal, usually done to soften it.

A

Annealing

98
Q

AISI

A

American Iron and Steel Institute

98
Q

the heating of a metal body to a suitable temperature and holding it at the temperature of a suitable time for the purpose of reducing interval residual stress.

A

Stress Relieving

98
Q

suddenly applied load.

A

Impulsive Load

98
Q

the heating of certain steel above the transformation range and then quenching for the purpose of increasing the hardness.

A

Hardening

98
Q

an enclosed covered building for the keeping and care of livestock and/or storage of roughage.

A

barn

98
Q

horizontal, continuous flow one story hydrolytic tank in which the suspended matter is retained until anaerobic decomposition is to a considerable extent.

A

Septic Tank

98
Q

structure, sometimes referred to as stanchion barn for sheltering dairy cattle and/or young stack where the adult animals are confined to one or more rows of stall by means of stanchion, straps for part of the year.

A

stall barn

98
Q

shelter, a place of equipment, which is an aid to the conservation, and better use of the farm resources.

A

Building