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Previous year question hub

Concrete Structures - Structural Engineering - Civil Engineering Previous Year Questions

Practice Concrete Structures - Structural Engineering - Civil Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

25Papers
20Years
66Questions
1Topics

Concrete Structures question pattern

Every graph below is calculated only from this selection.

Questions by year

Compare question counts across years.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 34 51.5%
Easy 27 40.9%
Hard 5 7.6%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 38 57.6%
Numerical Answer Type (NAT) 22 33.3%
Fill in the blanks 3 4.5%
MSQ 3 4.5%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
66 Qs

Most asked topics

Top topics across the included previous year papers.

Structural Engineering
66 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Concrete Structures
66 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Civil Engineering (CE) 2026
3 Qs
Civil Engineering (CE) 2026
2 Qs
Civil Engineering (CE) 2025 [Session 2]
3 Qs
Civil Engineering (CE) 2025 [Session 1]
2 Qs
Civil Engineering (CE) 2024 [Session 1]
3 Qs
Civil Engineering (CE) 2024 [Session 2]
3 Qs
Civil Engineering (CE) 2023 [Session 2]
2 Qs
Civil Engineering (CE) 2022 [Session 2]
2 Qs
Civil Engineering (CE) 2021 [Session 2]
1 Qs
Civil Engineering (CE) 2020 [Session 2]
2 Qs
Civil Engineering (CE) 2019 [Session 2]
1 Qs
Civil Engineering (CE) 2018 [Session 2]
5 Qs
Civil Engineering (CE) 2017 [Session 2]
1 Qs
Civil Engineering (CE) 2016 [Session 1]
3 Qs
Civil Engineering (CE) 2016 [Session 2]
2 Qs
Civil Engineering (CE) 2015 [Session 2]
2 Qs
Civil Engineering (CE) 2015 [Session 1]
1 Qs
Civil Engineering (CE) 2014 [Session 1]
3 Qs
Civil Engineering (CE) 2013
2 Qs
Civil Engineering (CE) 2012
5 Qs
Civil Engineering (CE) 2011
2 Qs
Civil Engineering (CE) 2010
3 Qs
Civil Engineering (CE) 2009
3 Qs
Civil Engineering (CE) 2008
6 Qs
Civil Engineering (CE) 2007
4 Qs

Included previous year papers

Newest papers appear first. Search these papers or sort by year and name.

Paper nameYearPDFAttempt
Civil Engineering (CE) 20262026
2 questions in this view		2026
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20262026
3 questions in this view		2026
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2025 [Session 1]2025
2 questions in this view		2025
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2025 [Session 2]2025
3 questions in this view		2025
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2024 [Session 1]2024
3 questions in this view		2024
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2024 [Session 2]2024
3 questions in this view		2024
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2023 [Session 2]2023
2 questions in this view		2023
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2022 [Session 2]2022
2 questions in this view		2022
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2021 [Session 2]2021
1 questions in this view		2021
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download Official answer keyOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2020 [Session 2]2020
2 questions in this view		2020
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2019 [Session 2]2019
1 questions in this view		2019
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2018 [Session 2]2018
5 questions in this view		2018
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2017 [Session 2]2017
1 questions in this view		2017
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2016 [Session 1]2016
3 questions in this view		2016
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2016 [Session 2]2016
2 questions in this view		2016
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2015 [Session 1]2015
1 questions in this view		2015
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2015 [Session 2]2015
2 questions in this view		2015
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 2014 [Session 1]2014
3 questions in this view		2014
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20132013
2 questions in this view		2013
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20122012
5 questions in this view		2012
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20112011
2 questions in this view		2011
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20102010
3 questions in this view		2010
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ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20092009
3 questions in this view		2009
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20082008
6 questions in this view		2008
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download
Civil Engineering (CE) 20072007
4 questions in this view		2007
ExamElite PDFs
ExamElite solutions
Official documents
Official question paperOriginal authority-issued PDF Official Download

All Concrete Structures previous year questions

Practice every matching question in batches of 20, with every available option.

1
2007 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2007
The percentage loss of prestress due to anchorage slip of 3 mm in a concrete beam of length 30 m which is post-tensioned by a tendon with an initial stress of 1200 N/mm² and modulus of elasticity equal to 2.1 × 10⁵ N/mm² is
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2
2007 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2007
A concrete beam of rectangular cross-section of size 120 mm (width) and 200 mm (depth) is prestressed by a straight tendon to an effective force of 150 kN at an eccentricity of 20 mm (below the centroidal axis in the depth direction). The stresses at the top and bottom fibres of the section are
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3
2007 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2007
The limiting value of the moment of resistance of the beam in kN.m is
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4
2007 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2007
The limiting area of tension steel in mm² is
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5
2014 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2014 [Session 1]
A rectangular beam of width (b) 230 mm and effective depth (d) 450 mm is reinforced with four bars of 12 mm diameter. The grade of concrete is M20 and grade of steel is Fe500. Given that for M20 grade of concrete the ultimate shear strength, τuc = 0.36 N/mm² for steel percentage, p = 0.25, and τuc = 0.48 N/mm² for p = 0.50. For a factored shear force of 45 kN, the diameter (in mm) of Fe500 steel two legged stirrups to be used at spacing of 375 mm, should be
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6
2014 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2014 [Session 1]
For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS:456-2000 (assuming grade of steel reinforcement as Fe500) is ______
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7
2014 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2014 [Session 1]
In a reinforced concrete section, the stress at the extreme fibre in compression is 5.80 MPa. The depth of neutral axis in the section is 58 mm and the grade of concrete is M25. Assuming linear elastic behaviour of the concrete, the effective curvature of the section (in per mm) is
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8
2015 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2015 [Session 1]
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from IS:456-2000 are also given below (right figure). The moment of resistance for the given section by the limit state method is ___________ kN-m.

Question diagram

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9
2015 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2015 [Session 2]
According to the concept of Limit State Design as per IS 456: 2000, the probability of failure of a structure is __________.
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10
2015 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2015 [Session 2]
In a pre-stressed concrete beam section shown in the figure, the net loss is 10% and the final pre-stressing force applied at \( X \) is 750 kN. The initial fiber stresses (in N/mm²) at the top and bottom of the beam were:

Question diagram

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11
2016 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2016 [Session 1]
A reinforced concrete (RC) beam with width of 250 mm and effective depth of 400 mm is reinforced with Fe415 steel. As per the provisions of IS 456-2000, the minimum and maximum amount of tensile reinforcement (expressed in mm²) for the section are, respectively
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12
2016 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2016 [Session 1]
For M25 concrete with creep coefficient of 1.5, the long-term static modulus of elasticity (expressed in MPa) as per the provisions of IS:456-2000 is ________
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13
2016 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2016 [Session 1]
In shear design of an RC beam, other than the allowable shear strength of concrete (τc), there is also an additional check suggested in IS 456-2000 with respect to the maximum permissible shear stress (τc max). The check for τc max is required to take care of
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14
2016 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2016 [Session 2]
A 450 mm long plain concrete prism is subjected to the concentrated vertical loads as shown in the figure. Cross section of the prism is given as 150 mm × 150 mm. Considering linear stress distribution across the cross-section, the modulus of rupture (expressed in MPa) is ______
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15
2016 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2016 [Session 2]
As per IS 456-2000 for the design of reinforced concrete beam, the maximum allowable shear stress \( (\tau_{c,max}) \) depends on the
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16
2017 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2017 [Session 2]

A simply supported rectangular concrete beam of span 8 m has to be prestressed with a force of 1600 kN. The tendon is of parabolic profile having zero eccentricity at the supports. The beam has to carry an external uniformly distributed load of intensity 30 kN/m. Neglecting the self-weight of the beam, the maximum dip (in meters, up to two decimal places) of the tendon at the mid-span to balance the external load should be __________

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17
2018 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2018 [Session 2]

A structural member subjected to compression, has both translation and rotation restrained at one end, while only translation is restrained at the other end. As per IS 456 : 2000, the effective length factor recommended for design is

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18
2018 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2018 [Session 2]

As per IS 456 : 2000, the minimum percentage of tension reinforcement (up to two decimal places) required in reinforced-concrete beams of rectangular cross-section (considering effective depth in the calculation of area) using Fe500 grade steel is ______

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19
2018 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2018 [Session 2]

A reinforced-concrete slab with effective depth of 80 mm is simply supported at two opposite ends on 230 mm thick masonry walls. The centre-to-centre distance between the walls is 3.3 m. As per IS 456 : 2000, the effective span of the slab (in m, up to two decimal places) is ______

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20
2018 · Civil Engineering · Structural Engineering · Concrete Structures
Civil Engineering (CE) 2018 [Session 2]

A singly-reinforced rectangular concrete beam of width 300 mm and effective depth 400 mm is to be designed using M25 grade concrete and Fe500 grade reinforcing steel. For the beam to be under-reinforced, the maximum number of 16 mm diameter reinforcing bars that can be provided is

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Showing 20 of 66 questions