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Structural 1 (Credits to Reviewer 2015)

Total questions: 49

Worksheet time: 49mins

Name
Class
Date
1.

Kind of support for horizontal & vertical reactions

a)

Roller

b)

Hinged

c)

Fixed

d)

Propped

2.

Kind of support for vertical reaction only

a)

Roller

b)

Hinged

c)

Fixed

d)

Propped

3.

Mathematical expression using moment of area

a)

Modulus

b)

Stress

c)

Centroid

d)

Moment of inertia

4.

Mathematical expression using double moment of area

a)

Modulus

b)

Stress

c)

Centroid

d)

Moment of inertia

5.

A kind of beam that has a fixed support at one end

a)

Cantilever

b)

Simple

c)

Continuous

d)

Over-hanged

6.

A kind of beam that has an extension from the support

a)

Cantilever

b)

Simple

c)

Continuous

d)

Over-hanged

7.

A single span beam with two supports

a)

Cantilever

b)

Simple

c)

Continuous

d)

Over-hanged

8.

Equilibrium equation used to compute vertical loads

a)

Σ Fx = 0

b)

Σ Fy = 0

c)

Σ Fz = 0

d)

Σ M = 0

9.

Equilibrium equation used to compute horizontal loads

a)

Σ Fx = 0

b)

Σ Fy = 0

c)

Σ Fz = 0

d)

Σ M = 0

10.

Equilibrium equation used to compute horizontal loads

a)

Σ Fx = 0

b)

Σ Fy = 0

c)

Σ Fz = 0

d)

Σ M = 0

11.

Equilibrium equation used to compute moments

a)

Σ Fx = 0

b)

Σ Fy = 0

c)

Σ Fz = 0

d)

Σ M = 0

12.

Force multiplied by the distance

a)

Moment

b)

Bearing

c)

Axial

d)

Shear

13.

It is the called the cutting force.

a)

Torque

b)

Moment

c)

Shear

d)

Axial

14.

Unit used for uniform load

a)

Newton

b)

Pascal

c)

Newton/meter

d)

Kilo pascal

15.

Unit used for concentrated load

a)

Newton

b)

Pascal

c)

Newton/meter

d)

Kilo pascal

16.

Unit used for moment

a)

Newton

b)

Pascal

c)

Newton/meter

d)

Kilo pascal

17.

A force that tends to elongate a beam

a)

Axial load

b)

Tensile force

c)

Shear

d)

Bending

18.

A force that tends to compress a column

a)

Moment

b)

Axial force

c)

Shear

d)

Point of inflection

19.

Force per unit area

a)

Simple stress

b)

Strain

c)

Flexure

d)

Axial

20.

Law that states stress is proportional to strain

a)

Point of inflection

b)

Flexure formula

c)

Hinge

d)

Hooke's Law

21.

Bending moment formula is called

a)

Point of inflection

b)

Flexure formula

c)

Hinge

d)

Hooke's Law

22.

Deformation over original length

a)

Simple stress

b)

Strain

c)

Roller

d)

Point of inflection

23.

Section I/C is called

a)

Section modulus

b)

Unit deformation

c)

Strain

24.

When the lines of action of all forces lie in one plane

a)

Out of plane

b)

Pressure

c)

Non-coplanar forces

d)

Coplanar forces

25.

When the lines of force are parallel to one another

a)

Parallel

b)

Pressure

c)

Non-coplanar forces

d)

Coplanar forces

26.

When the lines of force pass through a common point

a)

Coplanar forces

b)

Non-concurrent

c)

Parallel

d)

Concurrent

27.

When the lines of force are neither concurrent nor parallel

a)

Concurrent

b)

Non-concurrent

c)

Coplanar forces

d)

Parallel

28.

When the lines of force of all forces do not lie in one plane

a)

Concurrent

b)

Non-coplanar forces

c)

Non-concurrent

d)

Coplanar forces

29.

Distribution of forces on rigid bodies that remain at rest

a)

Statics

b)

Dynamics

c)

Scalar

d)

Vector

30.

Motion of rigid bodies caused by forces acting upon them

a)

Scalar

b)

Vector

c)

Statics

d)

Dynamics

31.

Quantities that possess magnitude only and may be added arithmetically

a)

Vector

b)

Dynamics

c)

Scalar

d)

Statics

32.

Quantities that possess magnitude and direction

a)

Vector

b)

Dynamics

c)

Scalar

d)

Statics

33.

Beam loading that gives parabolic moment diagram

a)

Concentrated

b)

Uniform

c)

Triangular

34.

Permanent load and self weight of structures

a)

Dead load

b)

Live load

c)

Wind load

d)

Seismic

35.

Occupancy or temporary loads of structure

a)

Seismic load

b)

Wind load

c)

Live load

36.

Beams fixed at both ends

a)

Propped beam

b)

Cantilever beam

c)

Restrained

37.

Diagram representing skeleton of beams and columns

a)

Maxwell

b)

Truss

c)

Elevation

d)

Frames

38.

Beams with more than 2 supports

a)

Simple

b)

Continuous

c)

Cantilever

d)

Over-hanged

39.

Twisting force

a)

Axial

b)

Stress

c)

Torque

d)

Moment

40.

Ratio of stress to strain

a)

Modulus of Elasticity

b)

Strain

c)

Hooke's Law

d)

Stress

41.

Used to solve continuous beam using equation

a)

3 moment equation

b)

Moment distribution

c)

Portal method

42.

How many zero shear does a simply supported beam has between its ends?

a)

1

b)

2

c)

3

43.

How many zero shear does a single over-hang beam has between its ends?

a)

2

b)

3

c)

4

44.

What equilibrium equation used to solve method of joints?

a)

Σ M = 0

b)

Σ Fy = 0

c)

Σ A = 0

45.

What equilibrium equation used to solve method of section?

a)

Σ Fy = 0

b)

Σ FM = 0

c)

Σ Fx = 0

46.

Dead load and live load are also named as

a)

Seismic load

b)

Horizontal load

c)

Gravity load

47.

Seismic load is also known as

a)

Impact Load

b)

Earthquake Load

c)

Vertical Load

48.

The area of shear diagram is the value of

a)

Deflective

b)

Shear

c)

Moment

49.

The moment of a cantilever beam is concave

a)

Upward

b)

Downward

c)

Sideways

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