Deck 5: Moment of Inertia, Bending Moment, and Shear Force for Beams
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Deck 5: Moment of Inertia, Bending Moment, and Shear Force for Beams
1
The moment of inertia of a body is always minimum with respect to its
A)Base
B)Centroidal axis
C)Vertical axis
D)Horizontal axis
A)Base
B)Centroidal axis
C)Vertical axis
D)Horizontal axis
Centroidal axis
2
Moment of inertia is the
A)Second moment of area
B)Second moment of mass
C)Second moment of force
D)All of these
A)Second moment of area
B)Second moment of mass
C)Second moment of force
D)All of these
All of these
3
In a simply supported beam carrying a uniformly distributed load W/m over the left half span, the point of contra flexure will occur in
A)Left half span of the beam
B)Right half span of the beam.
C)Quarter points of the beam
D)Does not exist
A)Left half span of the beam
B)Right half span of the beam.
C)Quarter points of the beam
D)Does not exist
Does not exist
4
A sudden increase or decrease in shear force diagram between any two points indicates that there is
A)No loading between the two points
B)Point loads between the two points
C)U.D.L. between the two points
D)None of these
A)No loading between the two points
B)Point loads between the two points
C)U.D.L. between the two points
D)None of these
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5
When the bending moment is parabolic curve between two points, it indicates that there is
A)No loading between the two points
B)Point loads between the two points
C)U.D.L. between the two points
D)Uniformly varying load between the two points
A)No loading between the two points
B)Point loads between the two points
C)U.D.L. between the two points
D)Uniformly varying load between the two points
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6

A)40 kN-m
B)50 kN-m
C)60 kN-m
D)80 kN-m
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7

A)Zero
B)10 kN
C)15 kN
D)20 kN
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8
What is the bending moment at end supports of a simply supported beam?
A)Maximum
B)Minimum
C)Zero
D)Uniform
A)Maximum
B)Minimum
C)Zero
D)Uniform
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9
What is the maximum shear force, when a cantilever beam is loaded with udl throughout?
A)w×l
B)w
C)w/l
D)w+l
A)w×l
B)w
C)w/l
D)w+l
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10
Sagging, the bending moment occurs at the of the beam.
A)At supports
B)Mid span
C)Point of contraflexure
D)Point of emergence
A)At supports
B)Mid span
C)Point of contraflexure
D)Point of emergence
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11
What will be the variation in BMD for the diagram? [Assume l = 2m].
A)Rectangular
B)Trapezoidal
C)Triangular
D)Square
A)Rectangular
B)Trapezoidal
C)Triangular
D)Square
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12
What is the maximum bending moment for simply supported beam carrying a point load "W" kN at its centre?
A)W kNm
B)W/m kNm
C)W×l kNm
D)W×l/4 kNm
A)W kNm
B)W/m kNm
C)W×l kNm
D)W×l/4 kNm
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13
How do point loads and udl be represented in SFD?
A)Simple lines and curved lines
B)Curved lines and inclined lines
C)Simple lines and inclined lines
D)Can't represent any more
A)Simple lines and curved lines
B)Curved lines and inclined lines
C)Simple lines and inclined lines
D)Can't represent any more
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14
curve is formed due to bending of overhanging beams.
A)Elastic
B)Plastic
C)Flexural
D)Axial
A)Elastic
B)Plastic
C)Flexural
D)Axial
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15
The relation between slope and maximum bending moment is
A)Directly proportion
B)Inversely proportion
C)Relative proportion
D)Mutual incidence
A)Directly proportion
B)Inversely proportion
C)Relative proportion
D)Mutual incidence
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16
What is the SF at support B?
A)5 kN
B)3 kN
C)2 kN
D)0 kN
A)5 kN
B)3 kN
C)2 kN
D)0 kN
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17
Where do the maximum BM occurs for the below diagram.
A)-54 kNm
B)-92 kNm
C)-105 kNm
D)- 65 kNm
A)-54 kNm
B)-92 kNm
C)-105 kNm
D)- 65 kNm
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18
Shear force is unbalanced to the left or right of the section.
A)Horizontal force
B)Vertical force
C)Inclined force
D)Conditional force
A)Horizontal force
B)Vertical force
C)Inclined force
D)Conditional force
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19
SI units of shear force is
A)kN/m
B)kN-m
C)kN
D)m/N
A)kN/m
B)kN-m
C)kN
D)m/N
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20
Determine the moment at fixed end.
A)40 kNm
B)50 kNm
C)60 kNm
D)80 kNm
A)40 kNm
B)50 kNm
C)60 kNm
D)80 kNm
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21
Shear force diagram is representation of shear force plotted as ordinate.
A)Scalar
B)Aerial
C)Graphical
D)Statically
A)Scalar
B)Aerial
C)Graphical
D)Statically
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22
Hogging is
A)Negative bending moment
B)Positive shear force
C)Positive bending moment
D)Negative shear force
A)Negative bending moment
B)Positive shear force
C)Positive bending moment
D)Negative shear force
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23
At the point of contraflexure, the value of bending moment is
A)Zero
B)Maximum
C)Can't be determined
D)Minimum
A)Zero
B)Maximum
C)Can't be determined
D)Minimum
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24
Positive/negative bending moments occur where shear force changes its sign.
A)Minimum
B)Zero
C)Maximum
D)Remains same
A)Minimum
B)Zero
C)Maximum
D)Remains same
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25
Shear force of following diagram
A)Rectangle
B)Square
C)Circle
D)Trapezoidal
A)Rectangle
B)Square
C)Circle
D)Trapezoidal
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