Skip to content
EndsemNov 20252019 patternTE Civil

Design of RC Structures SPPU Endsem Question Paper Nov 2025

This 2019-pattern Design of RC Structures paper is listed under Design of Reinforced Concrete Structures. All 8 questions are below, as printed.

Open the PDFMost repeated DRCS questions
Subject code
301013
Pattern
2019 pattern
Exam
Endsem
Session
Nov 2025
Max. marks
70
Time
3 Hours
Semester
VI
Paper code
[6583]-2

Printed for: T.E. (Civil Engineering)

Instructions to the candidates

  1. Answer Q.1 or Q.2, Q.3 or Q.4, Q.5 or Q.6, Q. 7or Q.8.
  2. Figures to the right indicate full marks.
  3. IS 456-2000 and non programmable calculator are allowed in the examination.
  4. Neat diagrams must be drawn wherever necessary.
  5. Mere reproduction from IS Code as answer, will not be given full credit.
  6. If necessary, assume suitable data and indicate clearly.

Questions

  1. Q1

    1. a)

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

      [13]
    2. b)

      Explain in detail zoning of shear reinforcement.

      Also asked:Nov 2024 ·May 2024

      [5]

  2. Q2

    1. a)

      Design a simply supported ground beam for the following data : i) Center to center Span of beam = 5.5 m ii) Width of supporting columns = 300mm; Beam width =230 mm iii) The beam supports 230mm thick brick wall. iv) Height of wall above plinth level = 2.7m, Plinth height =1.2m. v) Material- M25, Fe 500 Show details of reinforcement. Use LSM

      [13]
    2. b)

      What are the advantages and limitations of using IS code coefficient method for the design of continuous beam. 2

      [5]

  3. Q3

    1. Design a continuous floor beam B1-B2-B3 as shown in Figure 1 using IS code coefficients. Thickness of the all floor slab is 120 mm, live load and floor finish load on all slabs are 3.0 kN/m 2 and 1.5 kN/m 2 , respecitively. The wall on this beam is 230 mm thick and 2.7 m high. Use M 30 and Fe 500 steel. Design longitudinal reinforcement for all the spans and support for flexure . Design shear reinforcement only for beam B2 . Draw neat sketch showing details of main and shear reinforcement. Use LSM.

      [17]

  4. Q4

    1. Design a continuous floor beam B17-B23 (A-B-C) as shown in Figure 1 using moment redistribution method. Thickness of the all floor slab is 120 mm, live load and floor finish load on all slabs are 3.0 kN/m 2 and 1.5 kN/m 2 , respectively. The wall on this beam is 120 mm thick and 2.7 m high. Calculate design moment for span BC and support B after 20 % redistribution of moments. Design span BC and support B for flexure only . Draw the reinforcement details. Material- Concrete of grade M30, Fe 500 reinforcement.

      [17]

  5. Q5

    1. a)

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

      [13]
    2. b)

      What are interaction curves? Explain the characteristic of a typical interaction curve. 3

      Also asked:Nov 2024 ·May 2023

      [4]

  6. Q6

    1. Design a bi-axial short column by limit state method to carry Ultimate load of 1500 kN. Ultimate moment of 110 kN-m about major axis bisecting the depth of column and 50 kN-m about minor axis bisecting the width of column. The unsupported length of column is 4.5m. The column is fixed at one end and hinged at the other. Use M25 grade of concrete and Fe 500 grade of steel. Show details of reinforcement in plan and sectional elevation.

      Also asked:May 2025 ·Nov 2024 ·May 2024

      [17]

  7. Q7

    1. Design rectangular isolated pad footing for a working axial load of 800 kN. The column size is 300 × 450mm. SBC of soil is 200 kN/m 2 . Use M30 grade of concrete and Fe 500 grade of steel. Show detailed design calculations and reinforcement details in plan and sectional elevation.

      Also asked:May 2025 ·May 2024

      [18]

  8. Q8

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

      [18]