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Structural Fundamentals 1

Total questions: 52

Worksheet time: 52mins

Name
Class
Date
1.

Deals with the study of the external effects of forces on rigid bodies that are at rest and remain at rest before and after the application of forces

a)

Statics

b)

Dynamics

c)

Rigid bodies

d)

Magnitude

2.

The study of external forces applied on a body inducing any motion

a)

Statics

b)

Dynamics

c)

Rigid bodies

d)

Magnitude

3.

Does not deform under load

a)

Rigid body

b)

Dynamic body

c)

Statics

d)

Dynamics

4.

Amount of force

a)

Magnitude

b)

Direction

c)

Scalar

d)

Vector

5.

Orientation of the path where the force will be imposed

a)

Magnitude

b)

Direction

c)

Scalar

d)

Vector

6.

Usually said to be a physical quantity that only has a magnitude and no other characteristics

a)

Magnitude

b)

Direction

c)

Scalar

d)

Vector

7.

A quantity that has both magnitude and direction

a)

Magnitude

b)

Direction

c)

Scalar

d)

Vector

8.

Loads that are concentrated imposed at a point on a free body diagram

a)

Point load

b)

Uniform load

c)

Varying load

9.

Series of concentrated loads with uniform magnitude

a)

Point load

b)

Uniform load

c)

Varying load

10.

Series of concentrated loads with varying magnitude

a)

Point load

b)

Uniform load

c)

Varying load

11.

A set of forces having the same direction but do not converge at a common point

a)

Parallel forces

b)

Collinear forces

c)

Coplanar forces

d)

Concurrent forces

12.

A set of forces that lie along the same straight line

a)

Parallel forces

b)

Collinear forces

c)

Coplanar forces

d)

Concurrent forces

13.

A set of forces acting on a single plane

a)

Parallel forces

b)

Collinear forces

c)

Coplanar forces

d)

Concurrent forces

14.

A set of forces having all its directions converge at a common point

a)

Parallel forces

b)

Collinear forces

c)

Coplanar forces

d)

Concurrent forces

15.

Representative force of the cumulative effects of forces

a)

Resultant force

b)

Component of a force

c)

Reaction

16.

Part of the resultant force resolved at the direction of the coordinate axes

a)

Resultant force

b)

Component of a force

c)

Reaction

17.

Reactive force developed by a body on which a force or system of force acts

a)

Resultant force

b)

Component of a force

c)

Reaction

18.

Reactive force developed by a body on which a force or system of force acts

a)

Resultant force

b)

Component of a force

c)

Reaction

19.

Forces done along the longitudinal axis or the length of the material

a)

Axial forces

b)

Axial stresses

c)

Shear force

d)

Shearing stress

20.

Stress that develops to resist axial force

a)

Axial forces

b)

Axial stresses

c)

Shear force

d)

Shearing stress

21.

Forces done perpendicular the longitudinal axis or the length of the material

a)

Axial forces

b)

Axial stresses

c)

Shear force

d)

Shearing stress

22.

Stress that develops to resist shear force

a)

Axial forces

b)

Axial stresses

c)

Shear force

d)

Shearing stress

23.

Type of axial load which is an act of shortening or state of pushing together

a)

Compression

b)

Tension

c)

Bending

d)

Torsion

24.

Type of axial load which is an act of stretching or state of pulling apart

a)

Compression

b)

Tension

c)

Bending

d)

Torsion

25.

Type of eccentric force where force producing both tension and compression on to the cross-section of the body

a)

Compression

b)

Tension

c)

Bending

d)

Torsion

26.

Type of eccentric force where there is a twisting effect on to the cross section

a)

Compression

b)

Tension

c)

Bending

d)

Torsion

27.

The tendency of a force to cause rotation about a point

a)

Moment

b)

Moment arm

c)

Equilibrium

d)

Stress

28.

Shortest distance of a force from the point or axis

a)

Moment

b)

Moment arm

c)

Equilibrium

d)

Stress

29.

A state in which the resultant of the force system that acts on a body vanishes

a)

Moment

b)

Moment arm

c)

Equilibrium

d)

Stress

30.

Means that both a resultant force and the resultant couple is zero

a)

Moment

b)

Moment arm

c)

Equilibrium

d)

Stress

31.

When dealing with moments, if a force tends to cause a clockwise rotation, the moment is?

a)

Positive

b)

Negative

32.

When dealing with moments, if a force tends to cause a counterclockwise rotation, the moment is?

a)

Positive

b)

Negative

33.

The internal resistance to an external force

a)

Moment

b)

Moment arm

c)

Equilibrium

d)

Stress

34.

When the material is subjected to a change in temperature, it expands if heated or contracts/shrink if cooled

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

35.

The deformation of a material caused by external forces

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

36.

The ratio of the total change in length of a material to its original length

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

37.

Lines depicting the direction but not the magnitude of the principal stress of the beam

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

38.

Also called as extensometer

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

39.

An instrument to measure a minute deformation

a)

Thermal stress

b)

Strain and deformation

c)

Stress trajectories

d)

Strain gauge

40.

Within the proportional limit, the stress is directly proportional to strain or the constant of proportionality k is called the Modulus of Elasticity E or Young's Modulus and is equal to the slope of the stress-strain diagram from O to P.

a)

Hooke's Law

b)

Poisson's Ratio

41.

Within the proportional limit, the stress is directly proportional to strain or the constant of proportionality k is called the Modulus of Elasticity E or Young's Modulus and is equal to the slope of the stress-strain diagram from O to P.

a)

Hooke's Law

b)

Poisson's Ratio

42.

The stress-strain curve is a straight line. This linear relation between elongation and the axial force causing was first noticed by who?

a)

Sir Robert Hooke

b)

Siméon Poisson

43.

Also known as Hooke's Law

a)

Proportional Limit

b)

Inversely Proportional Limit

44.

The limit beyond which the material will go back to its original shape when the load is removed, or it is the maximum stress that may developed such that there is no permanent or residual deformation when the load is entirely removed

a)

Elastic limit

b)

Elastic and plastic ranges

c)

Modulus of resilience

d)

Modulus of toughness

45.

The region in stress-strain diagram from O to P is called what?

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

46.

The region in stress-strain diagram from P to R is called what?

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

47.

The work done on a unit volume of material as the force is gradually increased from O to P, in Nm/m3

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

48.

This may be calculated as the area under the stress-strain curve from the origin O to up to the elastic limit E

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

49.

The resilience of the material is its ability to absorb energy without creating a permanent distortion

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

50.

The work done on a unit volume of material as the force is gradually increased from O to R, in Nm/m3

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

51.

This may be calculated as the area under the entire stress-strain curve from O to R.

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness

52.

The toughness of a material is its ability to absorb energy without causing it to break

a)

Elastic range

b)

Plastic range

c)

Modulus of resilience

d)

Modulus of toughness