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Structural

Total questions: 39

Worksheet time: 20mins

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)

Engineering Mechanics

d)

Strength of Materials

2.

__________ is the study of External Forces applied on a body inducing any motion.

a)

Statics

b)

Dynamics

c)

Engineering Mechanics

d)

Strength of Materials

3.

Compute the volume and weight (Newton) of a slab with dimension 4m x 4m x 0.2m

Density of concrete = 2,400 kg/m3

Density of steel = 7,850 kg/m3

a)

65.45 KN

b)

75.34 KN

c)

17.42 N

d)

113.404 N

4.

⦁ Compute the volume and weight (Newton) of a 25mm dia., 3 meters steel reinforcing bar.

a)

65.45 KN

b)

75.34 KN

c)

17.42 N

d)

113.404 N

5.

⦁ Compute the volume and weight (Newton) of a 12mm dia., 2 meters steel reinforcing bar.

a)

65.45 KN

b)

75.34 KN

c)

17.42 N

d)

113.404 N

6.

___________is a series of concentrated loads with uniform magnitude

a)

Concentrated Load

b)

Uniformly distributed Load

c)

Varying Load

d)

Surface Load

7.

From the figure, compute the total load of the uniformly distributed load with intensity 10KN/m.

a)

90 KN

b)

40 KN

c)

60 KN

d)

20 KN

8.

From the figure, compute the total load of the varyingly distributed load with intensity 30KN/m.

a)

90 KN

b)

40 KN

c)

60 KN

d)

20 KN

9.

____________ is a set of forces having the same direction but do not converge at a common point.

a)

Coplanar

b)

Free body diagram

c)

Concurrent

d)

Parallel

10.

____________ is a set of forces having all its directions converge at a common point.

a)

Coplanar

b)

Free body diagram

c)

Concurrent

d)

Parallel

11.

_____________ is the reactive force developed by a body on which a force or system of force acts.

a)

Coplanar

b)

Reaction

c)

Concurrent

d)

Parallel

12.

_____________ is an isolated view of a body where all considered set of force/s are shown.

a)

Coplanar

b)

Free body diagram

c)

Concurrent

d)

Parallel

13.

______________ is the branch of Engineering that deals with the internal effects of forces on the body.

a)

Statics

b)

Dynamics

c)

Engineering Mechanics

d)

Strength of Materials

14.

Based on the figure determine the type of stress.

a)

Bending

b)

Torsion

c)

Compression

d)

Tension

15.

Based on the figure determine the type of stress.

a)

Bending

b)

Torsion

c)

Compression

d)

Tension

16.

Based on the figure determine the type of stress.

a)

Bending

b)

Torsion

c)

Shearing

d)

Tension

17.

Based on the figure determine the type of stress.

a)

Bending

b)

Torsion

c)

Shearing

d)

Tension

18.

Based on the figure, determine the type of stress.

a)

Torsion

b)

Compression

c)

Tension

d)

Bending

19.

_______ force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress

a)

Bending

b)

Torsion

c)

Shearing

d)

Tension

20.

________________ Twisting effect on to the cross section

a)

Bending

b)

Torsion

c)

Shearing

d)

Tension

21.

_________________ Force producing both tension and compression on to the cross-section of the body.

a)

Bending

b)

Torsion

c)

Shearing

d)

Tension

22.

_________________ Act of Shortening or State of Pushing Together

a)

Bending

b)

Torsion

c)

Compression

d)

Tension

23.

When a beam is in its elastic limit, which among the situation below would most likely happen?

a)

Beam will continue to deform with slight load

b)

Beam will continue to deform without load

c)

Beam will break eventually after some time

d)

Beam will come back to its original state

24.

_____________is the point at which the material will have an appreciable elongation or yielding without any increase in load.

a)

Proportional Limit

b)

Yield Point

c)

Rupture Strength

d)

Elastic Limit

25.

From the figure, what is #13? Determine the part of the stress – strain diagram: _________

a)

Proportional Limit

b)

Yield Point

c)

Rupture Strength

d)

Elastic Limit

26.

From the figure, what is #14? Determine the part of the stress – strain diagram: _________

a)

Proportional Limit

b)

Rupture Strength

c)

Yield Point

d)

Elastic Limit

27.

From the figure, what is #15? Determine the part of the stress – strain diagram: _________

a)

Proportional Limit

b)

Yield Point

c)

Actual Rupture Strength

d)

Elastic Limit

28.

From the figure, what is #16? Determine the part of the stress – strain diagram: _________

a)

Proportional Limit

b)

Yield Point

c)

Actual Rupture Strength

d)

Elastic Limit

29.

__________ is the limit beyond which the material will no longer go back to its original shape when the load is removed.

a)

Proportional Limit

b)

Yield Point

c)

Ultimate Strength

d)

Elastic Limit

30.

____________ The maximum ordinate in the stress-strain diagram is the ultimate strength or tensile strength.

a)

Proportional Limit

b)

Yield Point

c)

Ultimate Strength

d)

Elastic Limit

31.

________is a pair of forces, equal in magnitude, oppositely directed, and displaced by perpendicular distances.

a)

Torque

b)

Couple

c)

Moment

d)

Bending

32.

____________Force producing both tension and compression on to the cross-section of the body.

a)

Torque

b)

Couple

c)

Moment

d)

Bending

33.

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

a)

Resilience

b)

Malleability

c)

Stress Trajectories

d)

Ductility

34.

Modulus of _____________ is its ability to absorb energy without creating a permanent distortion.

a)

Resilience

b)

Malleability

c)

Stress Trajectories

d)

Ductility

35.

___________is the property that enables the material to deform under tensile load

a)

Resilience

b)

Malleability

c)

Stress Trajectories

d)

Ductility

36.

___________is the ability to deform under compressive strength

a)

Resilience

b)

Malleability

c)

Stress Trajectories

d)

Ductility

37.

___________ is also called Modulus of Rigidity, Modulus of Torsion. The ratio between shearing stress and the shearing strain.

a)

Shear Modulus of Elasticity

b)

Stress Relaxation

c)

Modulus of Elasticity

d)

Temperature Effect

38.

___________ is the brittle behavior low temperature can cause in a normally ductile material

a)

Shear Modulus of Elasticity

b)

Stress Relaxation

c)

Modulus of Elasticity

d)

Temperature Effect

39.

___________the time-dependent decrease in strength capacity in a constrained material

a)

Shear Modulus of Elasticity

b)

Stress Relaxation

c)

Modulus of Elasticity

d)

Temperature Effect