Solved question paper for RCD Dec-2018 (DIPLOMA civil enginerring 5th)

Reinforced concrete design

Previous year question paper with solutions for Reinforced concrete design Dec-2018

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Question paper 1

  1. SECTION-A

    Q1. Fill in the blanks.

    a. TMT steel stands for ____________.

    Answer:

  2. Read more
  3. b. In singly reinforced beams, main steel is provided in the ________ zone.

    Answer:

  4. Read more
  5. c. Partial safety factor for steel is _____.

    Answer:

  6. Read more
  7. d. FCK stands for ____________ of concrete

    Answer:

  8. Read more
  9. e. Unit weight of RCC is _______.

    Answer:

  10. Read more
  11. f. The outward bending of long column is known as ________.

    Answer:

  12. Read more
  13. g. The minimum diameter of longitudinal bars in column shall not be less than ______mm.

    Answer:

  14. h. ______ reinforced beam are suitable where the dimensions of the beam are restricted.

    Answer:

  15. i. The limiting value of depth of neutral axis of Fe 415 steel is ______.

    Answer:

  16. j. For over reinforced sections actual NA is _______ than critical N.A.

    Answer:

  17. SECTION-B

    Q2. Attempt any five questions.

    i. Differentiate between one way slab and two way slab.

    Answer:

  18. Read more
  19. ii. Why doubly reinforced beams are preferred over singly reinforced beams?

    Answer:

  20. Read more
  21. iii. What are the assumptions made in Limit state of collapse in flexure?

    Answer:

  22. Read more
  23. iv. Give IS specifications for helical (spiral) reinforcement in columns.

    Answer:

  24. Read more
  25. v. Define pre-stressed concrete and its types

    Answer:

  26. Read more
  27. vi. What is necessity of providing shear reinforcement? Explain various types of shear reinforcement

    Answer:

  28. Read more
  29. vii. What are the types of failure in columns?

    Answer:

  30. viii. Explain modular ratio and lever arm.

    Answer:

  31. SECTION-C

    Attempt any three questions.

    Q3. Design a square column subjected to an ultimate axial load of 2000 KN. Use M20 concrete and Fe 415 steel.

    Answer:

  32. Read more
  33. Q4. A simply supported beam section 200 x 300 mm effective is required to resist a bending moment of 50 KNm. Find steel required, if M20 concrete and Fe 415 steel grade is used. Take d’ = 40mm.

    Answer:

  34. Q5. Design a simply supported slab to cover a room with following data: Size of room 4m x 8m Bearing on walls = 230mm Live load = 4 KN/m2 Load of surface finishing = 1 KN/m2 Clear cover and end cover = 20mm M 20 concrete And Fe 415 steel.

    Answer:

  35. Q6. a) What are the different types of losses in pre-stress works?

    b) Explain any one system of pre-stressing.

    Answer:

  36. Q7. Calculate ultimate moment of resistance for a beam of size 270 x 570 mm. Tension reinforcement is 4- 20mm dia. Effective cover to tension is 20 mm. Use M20 grades of concrete and Fe 415 steel.

    Answer: