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Shear Force and Bending Moment

Total questions: 21

Worksheet time: 11mins

Name
Class
Date
1.

 xyF=xyF\sum_x^yF\uparrow=\sum_x^yF\downarrow  is analysis laws of equilibrium

a)

True

b)

False

2.

When there is a sudden increase or decrease in shear force diagram between any two points, it indicates that there is a

a)

point load at the two points

b)

no loading between the two points

c)

uniformly distributed load between the two points

d)

uniformly varying load between the two points

3.

The bending moment at the ends of a simply supported beam will be zero.

a)

Yes

b)

No

4.

The bending moment on a section is maximum where shear force is

a)

minimum

b)

maximum

c)

changing sign

d)

zero

5.

If the shear force diagram linearly varies between two points then bending moment diagram will vary

a)

constant

b)

linearly

c)

parabolically

d)

cubically

6.

Shear force varies between two concentrated loads in a beam

a)

linearly

b)

parabolically

c)

cubically

d)

constant

7.

In a simply supported beam, bending moment at the end

a)

Is always zero if it does not carry couple at the end

b)

Is zero, if the beam has uniformly distributed load only

c)

Is zero if the beam has concentrated loads only

d)

May or may not be zero

8.

For any part of the beam, between two concentrated load Shear force diagram is a

a)

Horizontal straight line

b)

Vertical straight line

c)

Line inclined to x-axis

d)

Parabola

9.

For any part of a beam between two concentrated load, Bending moment diagram is a

a)

Horizontal straight line

b)

Vertical straight line

c)

Line inclined to x-axis

d)

Parabola

10.

At a point in a simply supported or overhanging beam where Shear force changes sign and = 0, Bending moment is

a)

Maximum

b)

Zero

c)

Either increasing or decreasing

d)

Infinity

11.

In a cantilever subjected to a combination of concentrated load, uniformly distributed load and uniformly varying load, Maximum bending moment is

a)

Where shear force=0

b)

At the free end

c)

At the fixed end

d)

At the mid-point

12.

In bending moment diagram, if no load acts between two sections, then it is represented by _______

a)

horizontal line

b)

inclined line

c)

vertical line

d)

all of the above

13.

That figure gives the free-body-diagram for a

a)

Cantilever beam

b)

Simply supported beam

c)

Overhanging beam

d)

Insufficient data

14.

It is a load acting on a point therefore it is known as

a)

UDL

b)

UVL

c)

Point load

d)

Moment

15.

What is the amount of action in this diagram?

a)

30kN

b)

60kN

c)

15kN

16.

What is the combined amount of reaction at both support RA and RB

a)

60kN/m

b)

30kN

c)

60kNm

d)

60kN

17.

If you were to find RA, what is the distance to be multiplied by the UDL?

a)

2m

b)

1m

c)

3m

18.

If you were to find RB, what is the distance to be multiplied by the UDL?

a)

1m

b)

2m

c)

3m

19.

Which diagram represents the Shear force diagram for the figure shown

a)
b)
c)
20.

Which diagram represents the bending moment diagram for the figure shown

a)
b)
c)
21.

For the shown figure ,The maximum shear force and bending moment are _______

a)

29 KN , 5.7 KN.m

b)

30 KN , 27 KN.m

c)

72 KN , 96 KN.m