3 The Way Buildings Are Built Structural Design Features Flashcards

1
Q

Load

A

Any effect that a structure must be designed to resist. Forces of loads such as gravity wind earthquakes soil pressure

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2
Q

Gravity

A

Force acting to draw an object toward the earths center force is equal to the object wait

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3
Q

When the air is in motion it possesses what type of energy

A

Kinetic energy

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4
Q

When wind encounters a fixed object and exerts what

A

Force on the object

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5
Q

To design an adequate structure the engineer must first determine

A

The type of magnitude of the force us to which the structure will be subjected

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6
Q

Wind exerts the following basic forces on a building

A

Direct pressure, aerodynamic drag, negative pressure

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7
Q

The impact affect the wind has on a surface. The Force maybe reduced by streamlining the service encountered

A

Direct pressure

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8
Q

When wind encounters an object, it’s fluid nature causes it to flow around the object. This exerts a drag effect on the object

A

Aerodynamic drag

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9
Q

The suction effect produced on the down wind side of the building resulting in outward pressure

A

Negative pressure

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10
Q

Secondary wind effects.

A

Rocking effect, vibration, clean off effect (blow objects off building.)

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11
Q

The clean off effect is of the tequila concerned when a building has projections. Such as

A

Canopy and parapets

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12
Q

Primary effect considered when designing and building to withstand wind force is

A

Direct pressure

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13
Q

Forces developed by earthquakes. Are some of the most complex forces exerted on a billing

A

Seismic forces

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14
Q

Sometimes consideration for seismic loads is not given special attention because

A

Structural provisions for wind or gravitational load is adequate for likely seismic load

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15
Q

Seismic load can be found in these regions

A

Pacific Coast, Canada, Hawaii, Central Utah, southern Illinois

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16
Q

A force produced and structural member when it is twisted

A

Torsion force

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17
Q

Magnitude of force developed in a building during earthquake depends on

A

Magnitude of vibration motion, type of foundation, soil under building, structure stiffness, dampening mechanisms in building

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18
Q

This phenomenon occurs during earthquake, when soil is loose and Sandy saturated with water

A

Soil liquefication

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19
Q

Tendency of a body to remain in motion or addressed until acted upon by force

A

Inertia

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20
Q

Swaying motions and sheering forces can occur because of what force during earthquakes. More common in taller buildings

A

Inertia

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21
Q

These Buildings are more susceptible to damage from earthquakes than buildings having symmetrical design

A

Buildings with Geometric regularities

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22
Q

What can be designed into the structure between two sections of different shape and size to resist damage during earthquake

A

Seismic joint

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23
Q

Maintaining fire rating of seismic joint can be difficult and can contribute to

A

Fire spread

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24
Q

Buildings that require stronger seismic bracing

A

Public assembly, large office buildings, schools, community recovery, fire and police, hospitals, communication center, generator stations

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25
Increasing stiffness through use of sheer walls and cross bracing is used for
Protection against forces of earth quake slow vibrational.
26
Building was designed with redundant structural frames are less likely to
Collapse of one member fails during quake
27
Pre-use against earthquake damage dampening mechanisms can be provided and are usually installed
At the connections between columns and beams
28
Two types of base isolation for earthquake protection
Elastomeric bearings, sliding systems
29
Create a layer between the building and the foundation which has a low horizontal stiffness bearings made of either natural rubber or neoprene
Elastomeric bearings
30
Earthquake protection use of special plates sliding on each other
Sliding systems
31
Pressure exerted by soil against the foundation is known as
Active soil pressure
32
Force of foundation against soil is known as
Passive soil pressure
33
The magnitude of social pressure depends on
Type of soil, it's degree of cohesion, and moisture content
34
Dead load
Weight of structure, structural members, building components, other feature prominently attached to building it is constant and immobile. Load on a structure due to its own weight
35
As the temperature outside a building changes, the structural members at the periphery of the building
Expand and contract, causing force exerted on interior members due to temperature difference
36
As wood dries over time this force can occur causing tensile forces at connection
Shrinkage
37
Live load
Forced placed upon a structure by the addition of people objects or whether
38
Load applied over a large area
Uniformly distributed load
39
Load applied at one point or over a small area
Concentrated load
40
Load exerted on a roof from the weight of snow is snow load, can vary from none to
60 pounds per square foot some areas such as northern Michigan
41
Frequently snow load calculator for roof may be on the order of
20 or 30 pounds per square foot
42
Water for firefighting operations can add an additional live mode. Stream of water discharge at 2:50 GPM introduces how much water
2082 pounds of water per minute
43
Water depth of 3 inches will impose a load of
20.8 pounds per square foot
44
Loads that are study motionless constant or applied gradually
Static load
45
Loads that involve motion also called shock loading
Dynamic load
46
Dynamic loads differ from static loads and that they are capable of delivering
Energy to a structure in addition to the weight of an object
47
Equilibrium
Condition in which the support provided by structural system is equal to the applied loads
48
Force that resists be applied loads are known as
Reactions
49
Protecting beam or slab supported at one end
Cantilever
50
Exterior loads can create different kinds of interior forces they are
Tension, compression, shear
51
Tension
Those vertical or horizontal force is that tend to pull things apart, example force exerted on bottom cord of a truss
52
Shear
Tends to slide one plane of material past an adjacent plane
53
Load applied to the center of the cross-section of a member and perpendicular to that cross-section. It can be either tensile or compressive and create uniform stress across
Axial load
54
Depending on the manner in which they are applied exterior loads can also be classified as
Axial, eccentric, or torsional
55
Eccentric loading
Load perpendicular to the cross-section of the structural member but does not pass through the center of the cross-section
56
Load offset from the center of the cross-section of the member and at an angle to more in the same plane as the cross-section. Produces a twisting affect that creates shear stresses
Torsional load
57
Larger structural systems can be constructed from several basic components including
Beams, columns, arches, cables, trusses, space friends, connectors
58
Structural member subject to loads usually vertical, perpendicular to its length
Beam
59
Under fire conditions a rigidly supported beam will tend to retain its loadbearing ability longer than
A simply supported been
60
The top of a beam is subject to compression whereas the bottom is subject to
Tension
61
The primary design consideration of beams is their ability to resist
Bending from the applied loads
62
Support variety of beams
Simply, restrained, cantilever, overhang, continuous
63
Beams are typically in the shape of an i because
The top and bottom do the most work At resisting force venting
64
Vertical supporting member designed to support axial compressive load
, Column
65
Tall columns fail by buckling in short columns fail by
Crushing
66
The curved structural member in which the interior stresses are primarily compressive
Arch
67
Flexible structural members that can be used to support groups tense and restring pneumatic structures, under tension stress
Cables
68
Truss
Structural member used to form a roof work for framework, formed by triangles or combinations of trying to provide maximum load bearing capacity
69
Top and bottom members of the trusses are called
Top, Bottom cords
70
Diagonal members of trusses are called either
Diagonals or web members
71
Review truss table on page 96
Page 96 truss types
72
Typical truss shapes are available to spend distances of 22 to 70 feet, but in today's construction trusts bands in excess of what distance are not uncommon
100 feet
73
Failure of any portion of the top or bottom chord in a truss results in
Failure of the truss
74
Truss structures that are developed in three dimensions
Space frames
75
The connection and truss assemblies are a critical part of the trust failure of a connector will result in
Failure of the truss
76
Wall that supports itself and the weight of the roof and or other internal structural framing components such as the floor beans about it
Bearing wall
77
In post and beam construction vertical post may be spaced up to
24 inches apart
78
In supporting roofs only, typical dimensions for posts in post and beam construction are
6 x 8"
79
Rigid frame construction
When the joints between a column and being our reinforced so bending stresses can be transmitted through the joints
80
Surface system
System of construction in which the building consists primarily of an. In closing service and in which the stresses resulting from the applied loads occur within the surface bearing wall structure
81
Membrane structure
Structure with an enclosing surface of a thin stretch flexible material like tarp greenhouse
82
Slab and column frames are more frequently encountered in
Concrete structures
83
Tents are used for short periods where as membrane structures are
Permanent
84
Shell structure
Rigid three-dimensional structure having an outer skin thickness that is small compared to other dimensions. Example as a nuclear power plant cooling tower
85
Shell structures are commonly and geometric shapes such as
Cones, domes, barrel vaults, folded plates