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WorksheetsShear Force and Bending Moment
Total questions: 21
Worksheet time: 11mins
x∑yF↑=x∑yF↓ is analysis laws of equilibrium
True
False
When there is a sudden increase or decrease in shear force diagram between any two points, it indicates that there is a
point load at the two points
no loading between the two points
uniformly distributed load between the two points
uniformly varying load between the two points
The bending moment at the ends of a simply supported beam will be zero.
Yes
No
The bending moment on a section is maximum where shear force is
minimum
maximum
changing sign
zero
If the shear force diagram linearly varies between two points then bending moment diagram will vary
constant
linearly
parabolically
cubically
Shear force varies between two concentrated loads in a beam
linearly
parabolically
cubically
constant
In a simply supported beam, bending moment at the end
Is always zero if it does not carry couple at the end
Is zero, if the beam has uniformly distributed load only
Is zero if the beam has concentrated loads only
May or may not be zero
For any part of the beam, between two concentrated load Shear force diagram is a
Horizontal straight line
Vertical straight line
Line inclined to x-axis
Parabola
For any part of a beam between two concentrated load, Bending moment diagram is a
Horizontal straight line
Vertical straight line
Line inclined to x-axis
Parabola
At a point in a simply supported or overhanging beam where Shear force changes sign and = 0, Bending moment is
Maximum
Zero
Either increasing or decreasing
Infinity
In a cantilever subjected to a combination of concentrated load, uniformly distributed load and uniformly varying load, Maximum bending moment is
Where shear force=0
At the free end
At the fixed end
At the mid-point
In bending moment diagram, if no load acts between two sections, then it is represented by _______
horizontal line
inclined line
vertical line
all of the above
That figure gives the free-body-diagram for a
Cantilever beam
Simply supported beam
Overhanging beam
Insufficient data
It is a load acting on a point therefore it is known as
UDL
UVL
Point load
Moment
What is the amount of action in this diagram?
30kN
60kN
15kN
What is the combined amount of reaction at both support RA and RB
60kN/m
30kN
60kNm
60kN
If you were to find RA, what is the distance to be multiplied by the UDL?
2m
1m
3m
If you were to find RB, what is the distance to be multiplied by the UDL?
1m
2m
3m
Which diagram represents the Shear force diagram for the figure shown
Which diagram represents the bending moment diagram for the figure shown
For the shown figure ,The maximum shear force and bending moment are _______
29 KN , 5.7 KN.m
30 KN , 27 KN.m
72 KN , 96 KN.m
