Gujarat Technological UniversitySummer 2026 examination

GTU BE04006041 Basic Structural Analysis Summer 2026 Question Paper & PDF

B.E. · Civil Engineering · Semester 4 · Subject code BE04006041
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Total
70 marks
To pass
23 marks (33%)
Duration
2.5 Hours 10:30 AM – 1:00 PM
Questions
5 with internal choice
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Q.1

14 Marks
(a)
3 marks
Write assumptions made in slope deflection method.
(b)
4 marks

Explain following terms with suitable example: Stiffness, Distribution factor, Carry over factor, Carry over moment.

(c)
7 marks

Differentiate the methodology for Stiffness and Flexibility method. Also suggest the suitability of method in case of high degree of indeterminacy.

Q.2

14 Marks
(a)
3 marks
Write a short note on Castingliano’s 2nd Theorem and discuss its uses.
(b)
4 marks
Enlist steps of unit load method to analyze indeterminate structures.
(c)
7 marks

Using Castigliano’s first theorem, calculate deflection at free end of cantilever beam shown in Figure Take E = 2 x 10⁵ N/mm² and size of beam as 230 x 300 mm²

GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 2(c) Diagram
(c)
7 marks
Calculate the fixed end moment for the beam shown in Figure using Castigliano’s 2nd theorem.
GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 2 OR (c) Diagram

Q.3

14 Marks
(a)
3 marks
Explain various types of skeletal structures.
(b)
4 marks
What is a portal frame? Discuss the causes of sway in a portal frame.
(c)
7 marks
Derive Slope Deflection Equation using fundamentals with usual notations.
(a)
3 marks
List out the different types of displacement methods used in structural analysis.
(b)
4 marks
Derive slope and deflection method equations from first fundamentals.
(c)
7 marks
Draw SFD and BMD diagram for a beam shown in Figure using Slope and deflection method.
GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 3 OR (c) Diagram

Q.4

14 Marks
(a)
3 marks
Define influence line diagram and give statement of Muller Breslau principle.
(b)
4 marks
What is Qualitative influence line and Quantitative influence line?
(c)
7 marks

Draw the influence line for shear force and bending moment for a point 3m from left support and find maximum values of shear force and bending moment for a beam shown in Figure

GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 4(c) Diagram
(a)
3 marks
State the characteristics of flexibility metrix.
(b)
4 marks

A simply supported beam AB has span 6m. Draw influence lines for RA, RB, VX and MX for a section X at 2m from left hand support.

(c)
7 marks
Draw influence line diagrams for Va and Vb for a beam shown in Figure
GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 4 OR (c) Diagram

Q.5

14 Marks
(a)
3 marks

Differentiate: Stiffness method and Flexibility method. Which method is suitable for general computer programming? Why?

(b)
4 marks
Write characteristics of Stiffness matrix and Flexibility matrix.
(c)
7 marks
Analyze the propped cantilever beam shown in Figure by flexibility method.
GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 5(c) Diagram
(a)
3 marks

What are the fundamental differences between the Portal method and the Cantilever method, and when is each most appropriate to use?

(b)
4 marks
Define Unit load method and its applications.
(c)
7 marks

Analyze the continuous beam shown in Figure by moment distribution method and draw bending moment diagram.

GTU Basic Structural Analysis (BE04006041) Summer 2026 Question 5 OR (c) Diagram

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About this paper

Official Gujarat Technological University (GTU) examination paper for Basic Structural Analysis (Summer 2026, B.E. · Civil Engineering, Sem 4). Features complete 70-mark regular & remedial examination pattern, official marking distribution across all 5 questions, and direct 1-click official PDF download.

Transcribed for student exam preparation from Gujarat Technological University official examination archives. Questions, syllabus guidelines, and curriculum marking schemes remain the intellectual property of Gujarat Technological University.

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