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Materials and Structural Systems is an important topic in the Civil Structural and Transport Engineering section in CUET PG exam. Practising this topic will increase your score overall and make your conceptual grip on CUET PG exam stronger.
This article gives you a full set of CUET PG PYQs for Materials and Structural Systems with explanations for effective preparation. Practice of CUET PG Civil Structural and Transport Engineering PYQs including Materials and Structural Systems questions regularly will improve accuracy, speed, and confidence in the CUET PG 2026 exam.
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CUET PG PYQs for Materials and Structural Systems with Solutions
1.
For the frame shown in the figure below, the maximum moment in the left column shall be (Assuming Moment of Inertia (I) of all the members is same):
- 120 kN.m
- 240 kN.m
- 160 kN.m
- Zero
2.
Match LIST-I with LIST-II: \[\begin{array}{|c|l|} \hline \textbf{LIST-I (Assumption/ theorem)} & \textbf{LIST-II (Type of analysis/ strength determination)} \\ \hline \text{A. Plane section remains plane before and after bending} & \text{I. Elastic analysis and superposition} \\ \hline \text{B. Material is elastic and deformations/ deflection is small} & \text{II. Linear strain distribution} \\ \hline \text{C. Uniqueness theorem} & \text{III. Non-linear analysis and buckling load} \\ \hline \text{D. Large deformation} & \text{IV. Collapse load} \\ \hline \end{array}\] Choose the most appropriate match from the options given below:- A - I, B - II, C - III, D - IV
- A - I, B - II, C - IV, D - III
- A - II, B - I, C - III, D - IV
- A - II, B - I, C - IV, D - III
3.
Match LIST-I with LIST-II:\[\begin{array}{|c|c|} \hline \textbf{LIST-I (Type of structure)} & \textbf{LIST-II (Structural behavior)} \\ \hline \text{A. Truss} & \text{I. Bending} \\ \hline \text{B. Beam} & \text{II. Twisting} \\ \hline \text{C. Column} & \text{IV. Buckling} \\ \hline \text{D. Shaft} & \text{III. Shortening} \\ \hline \end{array}\] Choose the most appropriate match from the options given below:- A - III, B - II, C - I, D - IV
- A - III, B - I, C - II, D - IV
- A - II, B - I, C - IV, D - III
- A - III, B - I, C - IV, D - II
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