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Principles of Structural Analysis and Design

Principles of Structural Analysis and Design
36問 • 2年前
  • Kate Ann Marie Cabero
    • 通報

    問題一覧

  • 1

    Stress at Failure:

    Rupture Strength

  • 2

    Highest ordinate in Stress-Strain diagram

    Ultimate Strength

  • 3

    An appreciable elongation or yielding of the material without any corresponding increase of load.

    Yield Strength

  • 4

    The retarding force acting opposite a body in motion.

    Kinetic Friction

  • 5

    It is the displacement of one level relative to the level above or below.

    Story Drift

  • 6

    Occurs when the center of mass and rigidity do not coincide.

    Torsional Shear Stress

  • 7

    If the structure is subjected to a cycle of stress and ____ , it causes the beam to have sudden ultimate structure.

    Fatigue

  • 8

    Measured by the Richter Scale

    Magnitude of Earthquake

  • 9

    Measured by a Seismometer.

    Actual/ Ground Displacement

  • 10

    Besides the epicenter, it describes the location of the Earthquake.

    Focal Depth

  • 11

    The composite material exhibits elastic properties in one direction different from that in the perpendicular direction.

    Orthotropic

  • 12

    The material has the same composition at every point but the elastic may not be the same in all directions.

    Homogeneous

  • 13

    Liquefaction is best described as:

    A sudden drop in the Shear Stregth of a soil

  • 14

    Rigidity of a structure.

    Reciprocal of Deflection

  • 15

    It is the point through which the resultant of the resistance to the applied lateral force acts.

    Center of Rigidity

  • 16

    It is the point through which the applied Seismic Force acts.

    Center of Mass

  • 17

    Flexibility of a structure.

    Reciprocal of Stiffness

  • 18

    One in which the lateral stiffness is less than 70% of the stiffness of the story above.

    Soft Story

  • 19

    It is the distance between the center of rigidity and center of mass.

    Eccentricity

  • 20

    The material has the ability to absorb energy in the Plastic Range.

    Toughness

  • 21

    The material has the ability to absorb energy in the Elastic Range.

    Resilience

  • 22

    The material has the ability to defuse/deform the Plastic Range without breaking.

    Ductility

  • 23

    The material deforms considerably even with a slight increase in stress.

    Yielding

  • 24

    The material regains its original dimensions/shape when the load is removed.

    Elasticity

  • 25

    The material has the same elastic properties in all directions.

    Isotropic

  • 26

    Stressing high strength steel wires before concrete hardens.

    Pre Tensioning

  • 27

    Stressing high strength steel wires after the concrete has been cast and has attained sufficient strength.

    Post Tensioning

  • 28

    Loss of stress that takes place with the passage of time as concrete is held at a constant strain.

    Relaxation

  • 29

    Which structural member has the ratio of its unsupported height to its least lateral dimension or not less than 3 and is used primarily to support Axial Load?

    Column

  • 30

    The force which determines whether the body will be in equilibrium or will have a varying state of motion.

    Resultant

  • 31

    PRINCIPLE: That the stress is proportional to the strain within the Elastic Region.

    Hooke's Law

  • 32

    PRINCIPLE: That in the deformation of axially loaded members, the ratio of the lateral to the longitudinal strain is constant.

    Poisson's Ratio

  • 33

    PRINCIPLE: That within the elastic range, it is the constant of proportionality that defines the linear relationship between stress and strain.

    Young's Modulus

  • 34

    Force generated by a body at rest.

    Static

  • 35

    Force generated by a body in motion.

    Dynamic

  • 36

    The term of the value beyond which the stress is no longer proportional to the strain.

    Proportional Limit

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    Kate Ann Marie Cabero · 61問 · 2年前

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    61問 • 2年前
    Kate Ann Marie Cabero

    Mathematics, Surveying, Transportation Engineering, Construction and Methods

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    Kate Ann Marie Cabero · 89問 · 2年前

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    Mathematics, Surveying, Transportation Engineering, Construction and Methods

    89問 • 2年前
    Kate Ann Marie Cabero

    問題一覧

  • 1

    Stress at Failure:

    Rupture Strength

  • 2

    Highest ordinate in Stress-Strain diagram

    Ultimate Strength

  • 3

    An appreciable elongation or yielding of the material without any corresponding increase of load.

    Yield Strength

  • 4

    The retarding force acting opposite a body in motion.

    Kinetic Friction

  • 5

    It is the displacement of one level relative to the level above or below.

    Story Drift

  • 6

    Occurs when the center of mass and rigidity do not coincide.

    Torsional Shear Stress

  • 7

    If the structure is subjected to a cycle of stress and ____ , it causes the beam to have sudden ultimate structure.

    Fatigue

  • 8

    Measured by the Richter Scale

    Magnitude of Earthquake

  • 9

    Measured by a Seismometer.

    Actual/ Ground Displacement

  • 10

    Besides the epicenter, it describes the location of the Earthquake.

    Focal Depth

  • 11

    The composite material exhibits elastic properties in one direction different from that in the perpendicular direction.

    Orthotropic

  • 12

    The material has the same composition at every point but the elastic may not be the same in all directions.

    Homogeneous

  • 13

    Liquefaction is best described as:

    A sudden drop in the Shear Stregth of a soil

  • 14

    Rigidity of a structure.

    Reciprocal of Deflection

  • 15

    It is the point through which the resultant of the resistance to the applied lateral force acts.

    Center of Rigidity

  • 16

    It is the point through which the applied Seismic Force acts.

    Center of Mass

  • 17

    Flexibility of a structure.

    Reciprocal of Stiffness

  • 18

    One in which the lateral stiffness is less than 70% of the stiffness of the story above.

    Soft Story

  • 19

    It is the distance between the center of rigidity and center of mass.

    Eccentricity

  • 20

    The material has the ability to absorb energy in the Plastic Range.

    Toughness

  • 21

    The material has the ability to absorb energy in the Elastic Range.

    Resilience

  • 22

    The material has the ability to defuse/deform the Plastic Range without breaking.

    Ductility

  • 23

    The material deforms considerably even with a slight increase in stress.

    Yielding

  • 24

    The material regains its original dimensions/shape when the load is removed.

    Elasticity

  • 25

    The material has the same elastic properties in all directions.

    Isotropic

  • 26

    Stressing high strength steel wires before concrete hardens.

    Pre Tensioning

  • 27

    Stressing high strength steel wires after the concrete has been cast and has attained sufficient strength.

    Post Tensioning

  • 28

    Loss of stress that takes place with the passage of time as concrete is held at a constant strain.

    Relaxation

  • 29

    Which structural member has the ratio of its unsupported height to its least lateral dimension or not less than 3 and is used primarily to support Axial Load?

    Column

  • 30

    The force which determines whether the body will be in equilibrium or will have a varying state of motion.

    Resultant

  • 31

    PRINCIPLE: That the stress is proportional to the strain within the Elastic Region.

    Hooke's Law

  • 32

    PRINCIPLE: That in the deformation of axially loaded members, the ratio of the lateral to the longitudinal strain is constant.

    Poisson's Ratio

  • 33

    PRINCIPLE: That within the elastic range, it is the constant of proportionality that defines the linear relationship between stress and strain.

    Young's Modulus

  • 34

    Force generated by a body at rest.

    Static

  • 35

    Force generated by a body in motion.

    Dynamic

  • 36

    The term of the value beyond which the stress is no longer proportional to the strain.

    Proportional Limit