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InsemMar 20262019 patternTE Civil

Design of Reinforced Concrete Structures (DRCS) SPPU Insem Question Paper Mar 2026

All 4 questions from this SPPU insem paper, as printed. Read them here or open the PDF.

Subject code
301013
Pattern
2019 pattern
Exam
Insem
Session
Mar 2026
Max. marks
30
Time
1 Hour 15 minutes
Semester
VI
Paper code
APR-26/TE/Insem-362

Printed for: T.E. (Civil Engineering) (Insem)

Instructions to the candidates

  1. Solve Q.1 or Q.2 and Q.3 or Q.4.
  2. Figures to the right indicate full marks.
  3. Neat diagrams must be drawn wherever necessary.
  4. IS 456 is permitted in the examination.
  5. Non-programmable calculator is allowed in the examination.

Questions

  1. Q1

    1. a)

      A T-beam has the following details: flange width = 1000 mm, web width = 250 mm, flange thickness = 100 mm, effective depth = 500 mm, area of reinforcement = 2200 mm 2 . Use M20 concrete and Fe 500 steel. Determine moment of resistance assuming the flange in compression.

      [8]
    2. b)

      Define the following terms used in Limit State Method: i) Characteristic strength ii) Characteristic load iii) Partial safety factors for materials iv) Partial safety factors for loads. Also explain why partial safety factors for loads are different for dead load, live load and wind/earthquake load.

      [7]
  2. Q2

    1. a)

      This part has equations that don’t show as text. Open the PDF to read it.

      [8]
    2. b)

      Explain the following limit states and their importance in design: i) limit state of collapse ii) limit state of serviceability iii) limit state of durability.

      [7]
  3. Q3

    1. Design the slabs S-1, S-2, S-3 and S-4 shown in Fig. 1. Consider the width of the beam as 300 mm. The imposed load on the slabs S-1 to S-6 is 4 kN/m 2 and 2 kN/m 2 on S-7. Use M30 grade of concrete and Fe 500 grade steel. The design should include all assumptions, design steps, checks for deflection and strength and details of reinforcement in the slabs.

      [15]
  4. Q4

    1. For the data given in Q.3, design the slabs S-7 and S-6. The design should include all assumptions, design steps, checks for deflection and strength and details of reinforcement in the slabs. b b b

      [15]