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EndsemDec 20252019 patternSE Civil

Structural Analysis SPPU Endsem Question Paper Dec 2025

All 8 questions from this SPPU endsem paper, as printed. Read them here or open the PDF.

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Subject code
201011
Pattern
2019 pattern
Exam
Endsem
Session
Dec 2025
Max. marks
70
Time
2½ Hours
Semester
IV
Paper code
[6582]-4

Printed for: S.E. (Civil Engineering)

Instructions to the candidates

  1. Answer Q.1 or Q.2, Q.3 or Q.4, Q.5 or Q.6 and Q.7 or Q.8.
  2. Neat sketches must be drawn wherever necessary.
  3. Figures to the right indicate full marks.
  4. Assume suitable data, if necessary.
  5. Use of electronic pocket calculator is allowed.
  6. Use of cell phone is prohibited in the examination hall.

Questions

  1. Q1

    1. a)

      Analyze the continuous beam by slope deflection method as shown in Fig. 1a.

      [8]
    2. b)

      Analyze the portal frame by slope deflection method as shown in Fig. 1b.

      [10]

  2. Q2

    1. a)

      Analyze the propped cantilever by slope deflection method as shown in Fig. 2 a. Fig. 2a

      [8]
    2. b)

      Analyze the portal frame by slope deflection method as shown in Fig. 2 b.

      [10]

  3. Q3

    1. a)

      Analyze the continuous beam by moment distribution method as shown in Fig. 3 a. Fig. 3 a

      [8]
    2. b)

      Analyze the portal frame by moment distribution method as shown in Fig. 3 b

      [10]

  4. Q4

    1. a)

      Analyze the propped cantilever by moment distribution method as shown in Fig. 4 a and draw bending moment diagram. Fig. 4a

      [8]
    2. b)

      Analyze the portal frame by moment distribution method as shown in Fig. 4 b.

      [10]

  5. Q5

    1. a)

      Analyze the continuous beam by stiffness method as shown in Fig. 5a.

      [12]
    2. b)

      Generate the stiffness matrix for the bent as shown in Fig. 5 b.

      [5]

  6. Q6

    1. a)

      Analyze the continuous beam by stiffness method as shown in Fig. 6 a. Fig. 6a

      [12]
    2. b)

      Generate the stiffness matrix for the frame as shown in Fig. 6 b.

      [5]

  7. Q7

    1. a)

      Explain in details idealized stress strain curve.

      [5]
    2. b)

      A propped cantilever is loaded with ultimate load as shown in Fig. 7 b. Find the collapse load and draw B M diagram.

      [12]

  8. Q8

    1. a)

      State and explain classification of cross section with stress distribution.

      [5]
    2. b)

      Calculate shape factor of I- section as per following dimension. Top and bottom flange: 150 mm wide and 10 mm thick Web : 280 mm deep and 10 mm thick 

      [12]