Solved question paper for SSDR Dec-2015 (DIPLOMA 6th)

Solved Question Paper

Steel structures design and drawing Dec-2015

PSBTE • DIPLOMA • Cvil Engineering • 6th • Dec-2015

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. Diameter of rivet is determined from formula
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  2. Effective throat thickness in fillet weld is
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  3. Permissible deflection for a steel beam is
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  4. A built up beam to carry heavier loads over large span is called a
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  5. Buckling exhibits the failure of member.
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  6. ISHB rolled sections are used for designing
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  7. Rise given to the bottom central panel of a roof truss is called
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  8. Rolled steel sections are designated by of its section and
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  9. Compression members in roof trusses are called
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  10. Splicing of the column is done to increase
    Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA
  11. The arrangement of triangles in a truss depends on span.
    True / False 1 Marks Dec-2015 • PSBTE DIPLOMA
  12. Unit of radius of gyration is mm2.
    True / False 1 Marks Dec-2015 • PSBTE DIPLOMA
  13. If the masonry wall is directly resting on foundation block, then B = 3t
    True / False 1 Marks Dec-2015 • PSBTE DIPLOMA
  14. Wrought iron is strong in compression.
    True / False 1 Marks Dec-2015 • PSBTE DIPLOMA
  15. Roof bracing is often necessary to provide stability.
    True / False 1 Marks Dec-2015 • PSBTE DIPLOMA
  16. What is a plate girder? What are its various components? Explain with sketch.
    Long Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  17. Explain various forms of trusses with sketches.
    Long Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  18. What do you understand by plug and slot welds?
    Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  19. Explain any four rolled steel sections as per BIS.
    Long Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  20. Explain the terms slenderness ratio and radius of gyration.
    Long Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  21. Explain various types of sections used as tension members.
    Long Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  22. What are column bases and why are these used?
    Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  23. What are laterally restrained beams?
    Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA
  24. Two plates 12 mm and 10 mm thick are joined by a double riveted lap joint. 16 mm diameter rivets are provided at a pitch of 50 mm. Use PDSR rivets. Take permissible tensile stress in plate = 150 MPa. Determine strength and efficiency of the joint.
    Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA
  25. Design a suitable section for a steel column to carry an axial load of 660 kN. The length of the column is 7.5 m and is restrained in position and direction at both ends. Take fy = 250 N/mm2.
    Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA
  26. Calculate the strength of ISA 100x65x8 mm used as a tie bar with longer leg connected at ends by fillet welds. Allowable tensile stress = 150 N/mm2.
    Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA
  27. Design a single angle discontinuous strut 3 m long to carry a load of 150 kN. Also design welded connections and use 10 mm thick gusset plate. Take yield stress fy = 250 N/mm2.
    Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA
  28. Design a suitable section of steel beam having an effective span of 6.5 m loaded with the u.d.l. of 65 kN/m (inclusive of self weight). Take E = 2 x 10^5 N/mm2.
    Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA

Explore all data

FAQ

Frequently Asked Questions

Answers about this subject, solved papers, and preparation.

Updated regularly
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.