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Previous year question hub

Structural Analysis - Structural Engineering - Civil Engineering Previous Year Questions

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

25Papers
20Years
104Questions
1Topics

Structural Analysis 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 76 73.1%
Easy 16 15.4%
Hard 12 11.5%

Question type distribution

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

MCQ 68 65.4%
Numerical Answer Type (NAT) 21 20.2%
Fill in the blanks 9 8.7%
MSQ 6 5.8%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
104 Qs

Most asked topics

Top topics across the included previous year papers.

Structural Engineering
104 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Structural Analysis
104 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 1]
4 Qs
Civil Engineering (CE) 2025 [Session 2]
4 Qs
Civil Engineering (CE) 2024 [Session 1]
3 Qs
Civil Engineering (CE) 2024 [Session 2]
3 Qs
Civil Engineering (CE) 2023 [Session 2]
5 Qs
Civil Engineering (CE) 2022 [Session 2]
3 Qs
Civil Engineering (CE) 2021 [Session 2]
4 Qs
Civil Engineering (CE) 2020 [Session 2]
3 Qs
Civil Engineering (CE) 2019 [Session 2]
3 Qs
Civil Engineering (CE) 2018 [Session 2]
4 Qs
Civil Engineering (CE) 2017 [Session 2]
2 Qs
Civil Engineering (CE) 2016 [Session 1]
5 Qs
Civil Engineering (CE) 2016 [Session 2]
5 Qs
Civil Engineering (CE) 2015 [Session 1]
1 Qs
Civil Engineering (CE) 2014 [Session 1]
8 Qs
Civil Engineering (CE) 2014 [Session 2]
7 Qs
Civil Engineering (CE) 2013
6 Qs
Civil Engineering (CE) 2012
4 Qs
Civil Engineering (CE) 2011
3 Qs
Civil Engineering (CE) 2010
6 Qs
Civil Engineering (CE) 2009
3 Qs
Civil Engineering (CE) 2008
8 Qs
Civil Engineering (CE) 2007
5 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
Civil Engineering (CE) 20262026
3 questions in this view
2026
Civil Engineering (CE) 2025 [Session 1]2025
4 questions in this view
2025
Civil Engineering (CE) 2025 [Session 2]2025
4 questions in this view
2025
Civil Engineering (CE) 2024 [Session 1]2024
3 questions in this view
2024
Civil Engineering (CE) 2024 [Session 2]2024
3 questions in this view
2024
Civil Engineering (CE) 2023 [Session 2]2023
5 questions in this view
2023
Civil Engineering (CE) 2022 [Session 2]2022
3 questions in this view
2022
Civil Engineering (CE) 2021 [Session 2]2021
4 questions in this view
2021
Civil Engineering (CE) 2020 [Session 2]2020
3 questions in this view
2020
Civil Engineering (CE) 2019 [Session 2]2019
3 questions in this view
2019
Civil Engineering (CE) 2018 [Session 2]2018
4 questions in this view
2018
Civil Engineering (CE) 2017 [Session 2]2017
2 questions in this view
2017
Civil Engineering (CE) 2016 [Session 1]2016
5 questions in this view
2016
Civil Engineering (CE) 2016 [Session 2]2016
5 questions in this view
2016
Civil Engineering (CE) 2015 [Session 1]2015
1 questions in this view
2015
Civil Engineering (CE) 2014 [Session 1]2014
8 questions in this view
2014
Civil Engineering (CE) 2014 [Session 2]2014
7 questions in this view
2014
Civil Engineering (CE) 20132013
6 questions in this view
2013
Civil Engineering (CE) 20122012
4 questions in this view
2012
Civil Engineering (CE) 20112011
3 questions in this view
2011
Civil Engineering (CE) 20102010
6 questions in this view
2010
Civil Engineering (CE) 20092009
3 questions in this view
2009
Civil Engineering (CE) 20082008
8 questions in this view
2008
Civil Engineering (CE) 20072007
5 questions in this view
2007

All Structural Analysis previous year questions

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

1
2007 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2007
The stiffness coefficient kij indicates
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2
2007 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2007
The right triangular truss is made of members having equal cross sectional area of 1550 mm² and Young's modulus of 2 × 10⁵ MPa. The horizontal deflection of the joint Q is

Question diagram

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3
2007 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2007
The influence line diagram (ILD) shown is for the member

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4
2007 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2007
The reaction at the middle support is
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5
2007 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2007
The bending moment at the middle support is
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6
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
The degree of static indeterminacy of a rigid jointed frame PQR supported as shown in the figure is
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7
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
In a beam of length \( L \), four possible influence line diagrams for shear force at a section located at a distance of \( \frac{L}{4} \) from the left end support (marked as P, Q, R and S) are shown below. The correct influence line diagram is
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8
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
If the following equation establishes equilibrium in slightly bent position, the mid-span deflection of a member shown in the figure is
\[\frac{d^2y}{dx^2}+\frac{P}{EI}y=0\]
If a is amplitude constant for y, then
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9
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
Mathematical idealization of a crane has three bars with their vertices arranged as shown in the figure with a load of 80 kN hanging vertically. The coordinates of the vertices are given in parentheses. The force in the member QR, FQR will be
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10
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
For the cantilever beam of span 3 m (shown below), a concentrated load of 20 kN applied at the free end causes a vertical displacement of 2 mm at a section located at a distance of 1 m from the fixed end. If a concentrated vertically downward load of 10 kN is applied at the section located at a distance of 1 m from the fixed end (with no other load on the beam), the maximum vertical displacement in the same beam (in mm) is ______
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11
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
For the truss shown below, the member PQ is short by 3 mm. The magnitude of vertical displacement of joint R (in mm) is ______
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12
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
Match the information given in Group – I with those in Group – II. Group – I
P    Factor to decrease ultimate strength to design strength
Q    Factor to increase working load to ultimate load for design
R    Statical method of ultimate load analysis
S    Kinematical mechanism method of ultimate load analysis Group – II
1    Upper bound on ultimate load
2    Lower bound on ultimate load
3    Material partial safety factor
4    Load factor
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13
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 1]
The ultimate collapse load \((P)\) in terms of plastic moment \(M_p\) by kinematic approach for a propped cantilever of length \(L\) with \(P\) acting at its mid-span as shown in the figure, would be
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14
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is
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15
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
The values of axial stress (σ) in kN/m², bending moment (M) in kNm, and shear force (V) in kN acting at point P for the arrangement shown in the figure are respectively
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16
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
The beam of an overall depth 250 mm (shown below) is used in a building subjected to two different thermal environments. The temperatures at the top and bottom surfaces of the beam are 36°C and 72°C respectively. Considering coefficient of thermal expansion (α) as \(1.50 \times 10^{-5}\) per °C, the vertical deflection of the beam (in mm) at its mid-span due to temperature gradient is ______________
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17
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
The axial load (in kN) in the member PQ for the arrangement/assembly shown in the figure given below is ______________
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18
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
Considering the symmetry of a rigid frame as shown below, the magnitude of the bending moment (in kNm) at P (preferably using the moment distribution method) is
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19
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
A prismatic beam (as shown below) has plastic moment capacity of \(M_p\) then the collapse load P of the beam is
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20
2014 · Civil Engineering · Structural Engineering · Structural Analysis
Civil Engineering (CE) 2014 [Session 2]
The tension (in kN) in a 10 m long cable, shown in the figure, neglecting its self-weight is
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Showing 20 of 104 questions