Solved question paper for SSDR Dec-2018 (DIPLOMA 6th)

Solved Question Paper

Steel structures design and drawing Dec-2018

PSBTE • DIPLOMA • Cvil Engineering • 6th • Dec-2018

SSDR for Punjab State Board of Technical Education in Diploma in Engineering, Civil Engineering, 6th Semester helps students find subject-wise previous year question papers and old papers for exam preparation. This page is useful for revision, understanding the exam pattern, and seeing how questions are framed in Steel Structures Design and Drawing. It is intended to support year-wise and semester-wise paper search for students looking for practice before exams. BRpaper is not the official website of the university or board, and the papers here should be used as study support for preparation and revision.

Solved Questions

Solved
  1. Permissible shear stress in weld is taken as _______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  2. A truss is usually loaded at the _____ of its members.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  3. Rivets in double cover butt joint are in ______ shear.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  4. Joint in the length of column is known as ________.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  5. Outward deflection of web of an I-section is called as ______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  6. In welded joints, if size of weld is S, then the effective throat thickness is = ______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  7. Net area of the connected leg of single ISA is given by the relation _______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  8. Fe 410-S is designated for _______ grade of steel.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  9. Gross diameter of the rivet is the diameter of the ______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  10. A line of rivets parallel to meeting edges of the members is called ______.
    Fill in the Blanks 1 Marks Dec-2018 • PSBTE DIPLOMA
  11. Vertical stiffeners, in a plate girder, are required when d/t ratio > 85.
    True / False 1 Marks Dec-2018 • PSBTE DIPLOMA
  12. If the nominal diameter of rivet is 20 mm then the gross diameter will become 22 mm.
    True / False 1 Marks Dec-2018 • PSBTE DIPLOMA
  13. Minimum size of weld recommended for 10 mm thick plate is 3 mm.
    True / False 1 Marks Dec-2018 • PSBTE DIPLOMA
  14. Effective length l = 0.7 L to 0.85 L for continuous strut member.
    True / False 1 Marks Dec-2018 • PSBTE DIPLOMA
  15. Columns with both ends fixed have effective length = 0.80 L.
    True / False 1 Marks Dec-2018 • PSBTE DIPLOMA
  16. Give utility of plug and slot weld in welded connections.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  17. Why net sectional area is increased more in riveting than in welding, to get the gross area of tension members?
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  18. What are the factors governing the selection for the type of roof truss?
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  19. Write short note on stiffeners and their role in plate girders.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  20. How would you differentiate between web buckling and web crippling in case of rolled steel beams?
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  21. How depth and width of a brick wall foundation is decided.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  22. Explain degree of indeterminacy with suitable example.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  23. Draw a neat sketch showing the following terms: row of rivets, staggered pitch, edge distance, gauge distance, row of rivets.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  24. Design a T-section to act as a tension member carrying an axial load of 220 kN. Draw a neat sketch of the riveted end connection.
    Long Answer 10 Marks Dec-2018 • PSBTE DIPLOMA
  25. In a roof truss, a tie member ISA 90 X 60 X 10 mm carries a pull of 125 kN. The tie is connected to a 10 mm thick gusset plate by using end and side fillet welding. Design the welded joint. Take permissible shear stress in weld as 108 N/mm2.
    Long Answer 10 Marks Dec-2018 • PSBTE DIPLOMA
  26. Design a suitable ISHB to carry an axial load of 410 kN. The column is 5 m long and is effectively held in position at both ends, but not restrained against rotation. Assume the safe compressive stress = 80 MPa.
    Long Answer 10 Marks Dec-2018 • PSBTE DIPLOMA
  27. Two plates 12 mm and 10 mm thick are joined by a triple riveted lap joint. Find the suitable pitch for the outer row of rivets if the pitch for central row of rivets is half of the pitch for outer rows. Take allowable tensile stress = 150 N/mm2. Use Power Driven Shop Rivets. Also find the efficiency of the joint.
    Long Answer 10 Marks Dec-2018 • PSBTE DIPLOMA
  28. Important considerations in fabrication and erecting of steel structures.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA
  29. Tension splices.
    Short Answer 5 Marks Dec-2018 • PSBTE DIPLOMA

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FAQ

Frequently Asked Questions

Answers about this subject, solved papers, and preparation.

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01 Where can I find SSDR previous year question papers?

This page is meant to help students खोज subject-wise SSDR previous year question papers for PSBTE Diploma Civil Engineering 6th semester.

02 Is SSDR the same as Steel Structures Design and Drawing?

Yes, SSDR refers to Steel Structures Design and Drawing for Civil Engineering 6th semester.

03 Can I use old SSDR papers for revision?

Yes, old SSDR papers are useful for revision, practice, and understanding the question pattern used in exams.

04 Are these official PSBTE question papers?

No. BRpaper is not the official website of Punjab State Board of Technical Education. It only helps students find study material and previous year papers.

05 Do you provide solved SSDR papers?

This page is focused on previous year and old question papers. Solved papers may not be available for every year.