/50

FAQ’s for Structural Design Jobs

1 / 50

1. In moment resistant connections, the moment resistance of riveted connection depends upon

2 / 50

2. For rivets in tension with counter-sunk heads, the tensile value shall be

3 / 50

3. The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm, h = the outstand of stiffener in mm)

4 / 50

4. The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

5 / 50

5. Load factor is

6 / 50

6. The ratio of plastic section modulus to elastic section modulus

7 / 50

7. The moment-curvature relation at a plastic hinge is

8 / 50

8. Shape factor is a property which depends

9 / 50

9. The bracing provided in the plane of end posts is called

10 / 50

10. The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

11 / 50

11. As per IS: 875, for the purposes of specifying basic wind velocity, the country has been divided into

12 / 50

12. The allowable tensile stress in structural mild steel plates for steel tank is assumed as

13 / 50

13. The number of seismic zones in which the country has been divided are

14 / 50

14. Area of openings for buildings of large permeability is more than

15 / 50

15. The capacity of the smallest pressed steel tank is

16 / 50

16. Rivets connecting flange angles to cover plates in a plate girder are subjected to

17 / 50

17. Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds 9where t is thickness of web)

18 / 50

18. The web crippling due to excessive bearing stress can be avoided by

19 / 50

19. Economical depth of a plate girder corresponds to

20 / 50

20. The effective length of a battened column is increased by

21 / 50

21. The best arrangement to provide unified behavior inbuilt up steel columns is by

22 / 50

22. The slenderness ratio of a column supported throughout its length by a masonry wall is

23 / 50

23. A circular column section is generally not used in actual practice because

24 / 50

24. The effective length of a fillet weld should not be less than

25 / 50

25. In the cross-section of a weld, throat is the

26 / 50

26. Select the correct statement

27 / 50

27. If the thickness of plate to be connected by a rivet is 16mm, then suitable size of rivet as per Unwin’s formula will be

28 / 50

28. Bending compressive and tensile stresses respectively are calculated based on

29 / 50

29. The heaviest I-section for same depth is

30 / 50

30. If the size of a column is reduced above the floor, the main bars of the column, are

31 / 50

31. At-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

32 / 50

32. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by

33 / 50

33. The nutral axis of a T-beam exists

34 / 50

34. The maximum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

35 / 50

35. The width of the flange of a L-beam, should be less than

36 / 50

36. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

37 / 50

37. Which of the following methods of structural analysis is a displacement method?

38 / 50

38. Which of the following methods of structural analysis is a force method?

39 / 50

39. The maximum bending moment due to a train of wheel loads on a simply supported girder

40 / 50

40. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

41 / 50

41. The three moments equation is applicable only when

42 / 50

42. If the size of panel in a flat slab is 6m x 6m, then as per Indian standard code, the widths of column strip and middle strip are

43 / 50

43. The maximum deflection due to a uniformly distributed load w/unit length over entire span of a cantilever of length l and of flexural rigidly EI, is?

44 / 50

44. Shell structure does not have any?

45 / 50

45. Which of the below is a disadvantage of frame structure?

46 / 50

46. For a continuous slab of 3m 3.5m size, the minimum overall depth of slab to satisfy vertical deflection limits is?

47 / 50

47. For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is?

48 / 50

48. Normally, the angle of roof truss with asbestos sheets should not be less than

49 / 50

49. The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

50 / 50

50. Horizontal stiffener in a plate girder is provided to safeguard against

Your score is