Previous Year Very Short Questions of SSDR (DIPLOMA civil enginerring 6th)

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Steel structures design and drawing

Previous year question paper with solutions for Steel structures design and drawing

Our website provides solved previous year question paper for Steel structures design and drawing . Doing preparation from the previous year question paper helps you to get good marks in exams. From our SSDR question paper bank, students can download solved previous year question paper. The solutions to these previous year question paper are very easy to understand.

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  1. ______ is the property by which a metal can be drawn into thin wires without breaking.
  2. The size of rivet can be determined by the formula _______
  3. The effective throat thickness for fillet weld is ________
  4. The compression member of a roof truss is called _________
  5. The slenderness ratio ߣ in column is given by ߣ_
  6. If the nominal dia. of the rivet is 25mm then what is the gross dia._________
  7. The least value of bearing and shearing strength of a rivet is called ________
  8. The plate may fail in _______ if edge distance is not adequate.
  9. The line of the rivets parallel to the direction of stress is called _________
  10. The max. Size of the fillet weld for 10mm plate is _________ mm.
  11. In laterally restrained beams the buckling of compression flange is prevented. (T/F)
  12. Radius of gyration is given by =I min/A. (T/F)
  13. A strut is a tension member.(T/F)
  14. Effective throat thickness of a butt weld with partial penetration is 5/8xthickness of thinner plate.(T/F)
  15. In a single riveted lap joint there is always one no. of rivet. (T/F)
  16. BIS Code for the design of steel structures is ………………………
  17. The size of rivet is specify by diameter of ………………….. of the rivet.
  18. If the nominal diameter of the rivet is 25 mm, its gross diameter = ………………
  19. The minimum pitch of the rivet is given by ……………………
  20. The size of the fillet weld is specified by …………………
  21. Maximum size of fillet weld for connecting to plates of 10 mm thickness each is ……………
  22. The permissible stress in axial tension for tension members is equal to……………
  23. The permissible stresses in field driven rivets are …………………. Percent less than those for shop driven rivets
  24. Slender ness ratio for a column is given by the ratio of effective length and …………
  25. The permissible deflection in case of a simply supported laterally restrained being of effective Span L is given by …………………………
  26. ISLB means…………………………..
  27. Minimum pitch recommended is……………………times the diameter of rivet hole.
  28. The……………..of a fillet is the length of perpendicular from the right angle corner o the hypotenuse.
  29. The structural members carrying tension in a truss are called …………
  30. Rivets in single cover butt joint are in ………………..shear.
  31. The ratio of rise to the span is called ……………….of truss.
  32. The maximum permissible shear stress is…………….times the yield stress of steel.
  33. In any tension member, in which a reversal of direct stresses due to load other than wind or earthquake force occurs, the slenderness ratio should not exceed………
  34. The top line of the roof truss is called……….line.
  35. …………….. Joint is one in which plates to be connected overlap each other.