FirstRanker Logo

FirstRanker.com - FirstRanker's Choice is a hub of Question Papers & Study Materials for B-Tech, B.E, M-Tech, MCA, M.Sc, MBBS, BDS, MBA, B.Sc, Degree, B.Sc Nursing, B-Pharmacy, D-Pharmacy, MD, Medical, Dental, Engineering students. All services of FirstRanker.com are FREE

📱

Get the MBBS Question Bank Android App

Access previous years' papers, solved question papers, notes, and more on the go!

Install From Play Store

Download ARPIT 2019 Structural Engineering Creation Question Paper

Download Annual Refresher Programme in Teaching (ARPIT) 2019 Structural Engineering Creation Previous Question Paper || Annual Refresher Programme in Teaching (ARPIT) Last 10 Years Question Paper

This post was last modified on 19 January 2021

ARPIT Last 10 Years 2011-2021 Previous Question Papers


Question Paper Name: 5315 Structural Engineering 30th June 2019 Shift 1

Subject Name: Structural Engineering

Creation Date: 2019-06-30 13:01:40

--- Content provided by⁠ FirstRanker.com ---

Duration: 180

Total Marks: 100

Display Marks: Yes

Structural Engineering

Group Number : 1

--- Content provided by FirstRanker.com ---

Group Id : 489994227

Group Maximum Duration : 0

Group Minimum Duration : 120

Revisit allowed for view?: No

Revisit allowed for edit?: No

--- Content provided by⁠ FirstRanker.com ---

Break time: 0

Group Marks: 100

Structural Engineering

Section Id : 489994283

Section Number : 1

--- Content provided by‍ FirstRanker.com ---

Section type : Online

Mandatory or Optional: Mandatory

Number of Questions: 60

Number of Questions to be attempted: 60

Section Marks: 100

--- Content provided by⁠ FirstRanker.com ---

Display Number Panel: Yes

Group All Questions: No

Sub-Section Number: 1

Sub-Section Id: 489994309

Question Shuffling Allowed : Yes

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

C. Improve flexural strength

D. Improve shear strength

Options:

1. 1

2. 2

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by‌ FirstRanker.com ---

C. Cause leaching

D. No effect

Options:

1. 1

2. 2

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

A. 0.0035 strain

B. 0.2% proof strain

C. Ultimate strength point

D. Breaking point

Options:

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

D. Depends on grade of steel

Options:

1. 1

2. 2

3. 3

--- Content provided by FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

B. Acid picking test

C. Tensile strength test

D. Rapid chloride penetration test

Options:

1. 1

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

C. 10 to 20

D. 15 to 20

Options:

1. 1

2. 2

--- Content provided by‍ FirstRanker.com ---

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,

--- Content provided by​ FirstRanker.com ---

A. Sphere

B. Triangle

C. Square

D. Circle

Options:

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

D. South

Options:

1. 1

2. 2

3. 3

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

B. Hierarchy

C. Rhythm

D. Symmetry

Options:

1. 1

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

C. Response Spectrum

D. Participation factor

Options:

1. 1

2. 2

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

A. Response Spectrum

B. Tripartite plot

C. Time History Analysis

D. Earthquake Excitation

Options:

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

D. Lower Bound Theorem

Options:

1. 1

2. 2

3. 3

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

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)

--- Content provided by⁠ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by‌ FirstRanker.com ---

The diagrid is a framework of

A. Horizontally intersecting beams

B. Diagonally intersecting beams

C. Vertically intersecting beams

D. Inclined intersecting beams

--- Content provided by​ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

C. Greatest at the base of the building

D. Greatest at the side of the building

Options:

1. 1

2. 2

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by‌ FirstRanker.com ---

A. Higher level floors

B. Middle level floors

C. Critical level floors

D. Lower level floors

Options:

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

The allowable maximum crack width with Fe415 steel is

A. 0.02mm

B. 0.1mm

C. 0.2mm

D. 0.01mm

--- Content provided by​ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

C. One tenth of development length

D. Development length

Options:

1. 1

2. 2

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

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:

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

D. 25 degree

Options:

1. 1

2. 2

3. 3

--- Content provided by FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

B. 2.5MPa

C. 3.0MPa

D. 3.5MPa

Options:

1. 1

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

The minimum bottom cover to be provided in a RCC footing is

A. 25mm

B. 50mm

C. 75mm

D. 20mm

--- Content provided by‍ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by‍ FirstRanker.com ---

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%

--- Content provided by⁠ FirstRanker.com ---

C. 4%

D. 0.15%

Options:

1. 1

2. 2

--- Content provided by FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

A. <1

B. Between 1.5 to 2

C. >2

D. Between 1 to 1.5

Options:

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

Correct Marks: 1 Wrong Marks : 0

The minimum number of main steel provided in RCC circular column

A. 4

B. 5

C. 2

--- Content provided by‌ FirstRanker.com ---

D. 6

Options:

1. 1

2. 2

3. 3

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

B. 4 x dia of bar

C. 0.5 x dia of bar

D. 0.25 x dia of bar

Options:

1. 1

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

The maximum area of compression reinforcement shall not exceed

A. 0.04bD

B. 0.03bD

C. 0.02bD

D. 0.01bD

--- Content provided by‍ FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by FirstRanker.com ---

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%

--- Content provided by​ FirstRanker.com ---

C. 0.12%

D. 25%

Options:

1. 1

2. 2

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

A. 2.8

B. 2.5

C. 3.1

D. 3.5

Options:

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by​ FirstRanker.com ---

D. 20

Options:

1. 1

2. 2

3. 3

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

B. Beams

C. Walls

D. Stairs

Options:

1. 1

--- Content provided by​ FirstRanker.com ---

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

--- Content provided by‌ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

Options:

1. 1

2. 2

3. 3

4. 4

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by FirstRanker.com ---

C. Beams

D. Stairs

Options:

1. 1

2. 2

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

A. Fibre glass

B. Steel

C. Timber

D. Metal

Options:

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

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

--- Content provided by⁠ FirstRanker.com ---

D. 6

Options:

1. 1

2. 2

3. 3

--- Content provided by‍ FirstRanker.com ---

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

--- Content provided by‍ FirstRanker.com ---

B. 3.25m

C. 13.0m

D. 12.0m

Options:

1. 1

--- Content provided by⁠ FirstRanker.com ---

2. 2

3. 3

4

This download link is referred from the post: ARPIT Last 10 Years 2011-2021 Previous Question Papers

--- Content provided by FirstRanker.com ---