wayground logo

Free Printable Worksheets

NEW

Font size

S
M
L
XL
Worksheets

Civil Engineering Terms Part 6 (PSAD)

Total questions: 50

Worksheet time: 25mins

Name
Class
Date
1.

The portion in the stress-strain curve beyond which the stress is no longer proportional to strain.

a)

Elastic limit

b)

Limit state

c)

Plastic limit

d)

Proportional limit

2.

A force that will balance one or more unbalanced forces.

a)

load

b)

active force

c)

equilibrant

d)

stress

3.

The ability of a deformed material body to return to its original shape and size when the forces causing the deformation are removed.

a)

plasticity

b)

elasticity

c)

tenacity

d)

toughness

4.

Materials having the same composition at any point.

a)

homogeneous

b)

isotropic

c)

orthotropic

d)

heterogeneous

5.

Material property which enables it to undergo large permanent strains before failure

a)

malleability

b)

ductility

c)

elasticity

d)

permanency

6.

Forces generated by a body in motion

a)

static

b)

dynamic

c)

impulse

d)

momentum

7.

Within elastic range, the slope of the straight line portion of the stress- strain curve.

a)

Poisson's ratio

b)

Young's modulus

c)

Elastic limit

d)

Hooke's law

8.

The ratio of lateral strain to longitudinal strain

a)

Poisson's ratio

b)

Young's modulus

c)

Elastic limit

d)

Hooke's law

9.

Within the proportional limit, stress is directly proportional to strain

a)

Hooke's law

b)

Young's modulus

c)

Elastic limit

d)

Poisson's ratio

10.

Energy by virtue of velocity

a)

kinetic

b)

potential

c)

kinesis

d)

work

11.

Which of the following forces determines whether a body will be at rest or in motion?

a)

gravity

b)

impulse

c)

resultant

d)

inertia

12.

Which of the following deals with the forces at rest?

a)

dynamic

b)

kinetic

c)

static

d)

inertia

13.

The ability of the material to deform under tensile stress

a)

malleability

b)

ductility

c)

toughness

d)

tenacity

14.

The ability of the material to absorb energy when it is deformed elastically and release that energy upon unloading.

a)

toughness

b)

stiffness

c)

elasticity

d)

resilience

15.

The ability of the material to absorb energy and plastically deform without fracturing.

a)

toughness

b)

stiffness

c)

elasticity

d)

resilience

16.

Materials having the same strength at any point.

a)

homogeneous

b)

isotropic

c)

orthotropic

d)

heterogeneous

17.

A time dependent prestress loss in pretensioned concrete

a)

expansion

b)

creep

c)

fatigue

d)

relaxation

18.

Tendons are stressed before concrete is poured.

a)

Post-tensioning

b)

Pre-tensioning

c)

reinforcing

d)

pretending

19.

Tendons are stressed after concrete has hardened

a)

Post-tensioning

b)

Pre-tensioning

c)

reinforcing

d)

pretending

20.

The combined effect of external forces acting on a body.

a)

stress

b)

strain

c)

load

d)

deformation

21.

The property of material to undergo large deformation before failure.

a)

malleability

b)

ductility

c)

elasticity

d)

permanency

22.

Strain in a direction at right angles to the direction of the applied force.

a)

Shear strain

b)

Lateral strain

c)

Strain hardening

d)

Parallel strain

23.

The forces that do not meet at a point.

a)

coplanar

b)

concurrent

c)

Non-coplanar

d)

Non-concurrent

24.

This is the point at which the material begins to deform plastically. Beyond this point, even if the stress is removed, the material will have a permanent deformation.

a)

Plastic limit

b)

Proportional limit

c)

Rupture point

d)

Yield point

25.

Which of the following forms is the basis of rigid bodies and strength of materials?

a)

Center of gravity

b)

centroid

c)

Moment of inertia

d)

Any of the above

26.

The concentration of shear stress in the vicinity of the connection.

a)

Shear strain

b)

Shear lag

c)

Shear pod

d)

Shear center

27.

The change in length per unit of length in a linear dimension of a body.

a)

stress

b)

load

c)

strain

d)

deformation

28.

A section that is capable of developing its plastic moment capacity before any local buckling occurs.

a)

Non-compact section

b)

Compact section

c)

Partially compact

d)

Laterally supported

29.

It is a time-dependent deformation due to sustained load.

a)

creep

b)

shrinkage

c)

rupture

d)

fracture

30.

The weakening of a material by repeated loads.

a)

creep

b)

shrinkage

c)

relaxation

d)

fatigue

31.

It is the limit of stress beyond which the strain is not wholly recovered.

a)

Elastic limit

b)

Allowable stress

c)

Proportional limit

d)

Plastic limit

32.

The greatest stress that a material can sustain without any deviation from proportionality of stress to strain.

a)

Elastic limit

b)

Allowable stress

c)

Proportional limit

d)

Plastic limit

33.

It is the tendency of a material to fracture by means of progressive brittle cracking under repeated alternating or cyclic stresses of an intensity considerably below the normal strength.

a)

creep

b)

shrinkage

c)

relaxation

d)

fatigue

34.

The ability of a material to remain deformed after the load which is causing the deformation has been removed. It is a very important property when a material needs to be shaped by bending.

a)

elasticity

b)

ductility

c)

plasticity

d)

fatigue

35.

When a force is applied to a structure, there is a displacement in the direction of the force; it is the ratio of the force divided by the displacement.

a)

toughness

b)

stiffness

c)

elasticity

d)

resilience

36.

Materials which does not show large deformation before fracture.

a)

malleable

b)

ductile

c)

elastic

d)

brittle

37.

Materials with uniformity of properties in all directions; having identical values of a property in all crystallographic directions.

a)

homogeneous

b)

isotropic

c)

orthotropic

d)

heterogeneous

38.

Materials having properties that vary according to the direction of measurement; exhibiting different values of a property in different crystallographic directions.

a)

homogeneous

b)

orthotropic

c)

isotropic

d)

heterogeneous

39.

The maximum stress a material withstands when subjected to an applied load

a)

Allowable stress

b)

Yield point

c)

Ultimate stress

d)

Strike-off

40.

When a metal is strained beyond yield point, an increasing stress is required to produce additional plastic deformation and the metal apparently becomes stronger and more difficult to deform.

a)

Elasticity

b)

Ductility

c)

Strain hardening

d)

Fatigue

41.

It is a single force which produces the same effect as produced by all the given forces acting on a body

a)

equilibrant

b)

resultant

c)

impulse

d)

inertia

42.

The condition existing when the force system acting on a body has a resultant force couple system equal to zero.

a)

balanced

b)

resultant

c)

stable

d)

equilibrium

43.

It refers to an activity involving a force and movement in the direction of the force.

a)

work

b)

Kinetic energy

c)

Potential energy

d)

Inertia

44.

It can be defined as "mass in motion" it depends upon the variables mass and velocity.

a)

momentum

b)

Kinetic energy

c)

Potential energy

d)

work

45.

It is defined as the means by which the response motion of a structural system is reduced as a result of energy loss.

a)

damping

b)

sidesway

c)

drifting

d)

dissipation

46.

It is defined as the difference in lateral deflection between two adjacent stories.

a)

damp

b)

sidesway

c)

drift

d)

dissipation

47.

It describes the severity of an earthquake in terms of its effects on the earth's surface and on humans and their structures.

a)

intensity

b)

scale

c)

magnitude

d)

damage

48.

It is a measure of the energy released during an earthquake.

a)

intensity

b)

scale

c)

magnitude

d)

damage

49.

It refers to a stress at which the material begins to deform plastically.

a)

buckling

b)

relaxing

c)

rupture

d)

yielding

50.

These have properties that differ along three mutually-orthogonal two fold axes of rotational symmetry.

a)

isotropic

b)

homogeneous

c)

orthotropic

d)

endemic