Question Paper Name: 5315 Structural Engineering 30th June 2019 Shift 1
Subject Name: Structural Engineering
Creation Date: 2019-06-30 13:01:40
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Duration: 180
Total Marks: 100
Display Marks: Yes
Structural Engineering
Group Number : 1
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Group Id : 489994227
Group Maximum Duration : 0
Group Minimum Duration : 120
Revisit allowed for view?: No
Revisit allowed for edit?: No
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Break time: 0
Group Marks: 100
Structural Engineering
Section Id : 489994283
Section Number : 1
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Section type : Online
Mandatory or Optional: Mandatory
Number of Questions: 60
Number of Questions to be attempted: 60
Section Marks: 100
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Display Number Panel: Yes
Group All Questions: No
Sub-Section Number: 1
Sub-Section Id: 489994309
Question Shuffling Allowed : Yes
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Question Number : 1 Question Type : MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Flaky or Elongated aggregate will
A. Increase the packing
B. Reduce workability
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C. Improve flexural strength
D. Improve shear strength
Options:
1. 1
2. 2
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Question Number: 2 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Presence of Chloride in water mixed with concrete
A. Accelerate corrosion of rebar
B. Reduce corrosion
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C. Cause leaching
D. No effect
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 3 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Yield strength of rebar is the stress corresponding to
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A. 0.0035 strain
B. 0.2% proof strain
C. Ultimate strength point
D. Breaking point
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number : 4 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks: 1 Wrong Marks : 0
Percentage of elongation for Fe 415 steel should be
A. Maximum 12%
B. Minimum 14.5%
C. Depend on diameter of rebar
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D. Depends on grade of steel
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number : 5 Question Type : MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks: 0
Quality of steel can be checked at site through
A. Bend & Rebend test
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B. Acid picking test
C. Tensile strength test
D. Rapid chloride penetration test
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 6 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
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For Zone III, the buildings will have to be designed for a minimum design earthquake lateral load equal to ______ % of seismic weight.
A. 0.7
B. 0.8
C. 1.1
D. 1.5
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 7 Question Type : MCQ Option Shuffling : No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
While computing accidental eccentricity, the percentage of plain dimension of the building considered is
A. 5 to 10
B. 10 to 15
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C. 10 to 20
D. 15 to 20
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 8 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
In architecture, ______ is a quality, wholeness, focus, infinity, unity,
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A. Sphere
B. Triangle
C. Square
D. Circle
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number : 9 Question Type : MCQ Option Shuffling : No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks : 1 Wrong Marks : 0
Daylight from ______ facing windows tends to be shadow less, diffuse, and neutral or slightly greyish most of the day and year.
A. East
B. West
C. North
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D. South
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number: 10 Question Type : MCQ Option Shuffling : No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
______ refers to any movement characterized by a patterned recurrence of elements or motifs at regular or irregular intervals.
A. Axis
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B. Hierarchy
C. Rhythm
D. Symmetry
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 11 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
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The length factor k, of a column of a rigid jointed frame not braced against side sway can theoretically be
A. 0.3
B. 0.6
C. 0.8
D. Between 0 and infinity
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 12 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The ratio between amplitude of force transmitted to the foundation and the amplitude of the applied force is termed as
A. Transmissibility
B. Excitation
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C. Response Spectrum
D. Participation factor
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 13 Question Type: MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
A plot of maximum response of linear single degree of freedom oscillator as a function of natural period for a given damping for a given component of earthquake motion is termed as
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A. Response Spectrum
B. Tripartite plot
C. Time History Analysis
D. Earthquake Excitation
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number : 14 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks: 1 Wrong Marks : 0
The following principle is not adopted in Dunkerley'S Method
A. Flexibility coefficient
B. Modal Orthogonally
C. Principle of working of springs
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D. Lower Bound Theorem
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number : 15 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Complementary part of linear differential equation depends on
A. Force applied on the system
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B. Natural property of the system
C. Both force applied and natural property of system
D. Neither the force applied nor the natural property of system
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 16 Question Type : MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
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The relationship between natural frequency and damped frequency is given by
A. ?D=?n v(1-?2)
B. ?n=?D v(1-?2)
C. ?D=?n v(1+?2)
D. ?n=?D v(1+?2)
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 17 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Tube-in-Tube is also known as
A. Pipe and open
B. Cylinder and shaft
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C. Hollow and duct
D. Hull and core
Options:
Question Number : 18 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
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The diagrid is a framework of
A. Horizontally intersecting beams
B. Diagonally intersecting beams
C. Vertically intersecting beams
D. Inclined intersecting beams
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 19 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
Wave forces are
A. Greatest at the top of the building
B. Greatest at the middle of the building
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C. Greatest at the base of the building
D. Greatest at the side of the building
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 20 Question Type: MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Soft floors are
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A. Higher level floors
B. Middle level floors
C. Critical level floors
D. Lower level floors
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number: 21 Question Type: MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
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The allowable maximum crack width with Fe415 steel is
A. 0.02mm
B. 0.1mm
C. 0.2mm
D. 0.01mm
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 22 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Length of positive and negative reinforcement bar extended over support not less than
A. One fourth of development length
B. One third of development length
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C. One tenth of development length
D. Development length
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 23 Question Type : MCQ Option Shuffling : No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The explanatory handbook SP 24 suggests adopting a torsional stiffness C value for plain concrete is equal to
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A. 0.50 times St Venant value
B. 0.20 times St Venant value
C. 0.25 times St Venant value
D. 0.75 times St Venant value
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number : 24 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks : 1 Wrong Marks : 0
If a slab is simply supported on all four sides, the dispersion of loads is assumed at
A. 30 degree
B. 45 degree
C. 60 degree
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D. 25 degree
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number : 25 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
At what stress does the first flexural crack appear in RCC beams made of M25 grade of concrete
A. 2.0MPa
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B. 2.5MPa
C. 3.0MPa
D. 3.5MPa
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 26 Question Type : MCQ Option Shuffling : No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
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The minimum bottom cover to be provided in a RCC footing is
A. 25mm
B. 50mm
C. 75mm
D. 20mm
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 27 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The maximum area of tension reinforcement in beams shall not exceed
A. 17%
B. 15%
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C. 4%
D. 0.15%
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 28 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The slab is designed as one way if the ratio of long span to shorter span is
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A. <1
B. Between 1.5 to 2
C. >2
D. Between 1 to 1.5
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number: 29 Question Type: MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option: No Option Orientation : Vertical
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Correct Marks: 1 Wrong Marks : 0
The minimum number of main steel provided in RCC circular column
A. 4
B. 5
C. 2
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D. 6
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number: 30 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Minimum radius specified for a hook for high yield bar
A. 2 x dia of bar
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B. 4 x dia of bar
C. 0.5 x dia of bar
D. 0.25 x dia of bar
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 31 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
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The maximum area of compression reinforcement shall not exceed
A. 0.04bD
B. 0.03bD
C. 0.02bD
D. 0.01bD
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number: 32 Question Type : MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The minimum reinforcement for slab when high strength steel is used
A. 0.10%
B. 0.15%
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C. 0.12%
D. 25%
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number : 33 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
Maximum shear stress tcmax for M20 concrete is
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A. 2.8
B. 2.5
C. 3.1
D. 3.5
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number: 34 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks : 1 Wrong Marks : 0
The vertical deflection is limited for span to depth ratio of cantilever upto 10m span is
A. 5
B. 2
C. 7
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D. 20
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number: 35 Question Type: MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The formwork for ______ consists of sheets, studs, wales, ties and braces.
A. Columns
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B. Beams
C. Walls
D. Stairs
Options:
1. 1
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2. 2
3. 3
4. 4
Question Number : 36 Question Type : MCQ Option Shuffling: No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
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Concrete is are raised by the concrete in a plastic state and referred to as..
A. Climbing forms
B. Jumping forms
C. Riser forms
D. Running forms
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Options:
1. 1
2. 2
3. 3
4. 4
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Question Number : 37 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks : 1 Wrong Marks : 0
The formwork for ______ consists of stringers, sheets, joists, bearer and vertical post.
A. Walls
B. Columns
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C. Beams
D. Stairs
Options:
1. 1
2. 2
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3. 3
4. 4
Question Number: 38 Question Type : MCQ Option Shuffling: No Display Question Number: Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
The .........formwork should be neither too dry nor too wet
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A. Fibre glass
B. Steel
C. Timber
D. Metal
Options:
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1. 1
2. 2
3. 3
4. 4
Question Number : 39 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
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Correct Marks : 1 Wrong Marks : 0
The buckling load for a column is given by P= p2EI/L2. In this equation, the value of x for a column with one end fixed and other end free is
A. 1
B. 2
C. 4
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D. 6
Options:
1. 1
2. 2
3. 3
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4. 4
Question Number: 40 Question Type : MCQ Option Shuffling : No Display Question Number : Yes Single Line Question Option : No Option Orientation : Vertical
Correct Marks: 1 Wrong Marks : 0
An electric pole is 6.5 m high from the ground level. Its effective length for design purposes will be
A. 6.5m
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B. 3.25m
C. 13.0m
D. 12.0m
Options:
1. 1
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2. 2
3. 3
4
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