/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. A steel beam supporting loads from the floor slab as well as from wall is termed as

3 / 50

3. For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

4 / 50

4. The mechanism method of plastic analysis satisfies

5 / 50

5. compression force in two end posts The pin of a rocker bearing in a bridge is designed for

6 / 50

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

7 / 50

7. If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called

8 / 50

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

9 / 50

9. The bracing between two columns of a steel tank will be designed to resist

10 / 50

10. Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

11 / 50

11. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ‘h’ is

12 / 50

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

13 / 50

13. The forces acting on the web splice of a plate girder are

14 / 50

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

15 / 50

15. The use of tie plates in laced columns is

16 / 50

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

17 / 50

17. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

18 / 50

18. The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

19 / 50

19. The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

20 / 50

20. According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

21 / 50

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

22 / 50

22. For a standard 45° fillet, the ratio of size of fillet to throat thickness is

23 / 50

23. Bolts are most suitable to carry

24 / 50

24. Efficiency of a riveted joint, having the minimum pitch as per IS: 800, is

25 / 50

25. By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?

26 / 50

26. The difference between gross diameter and nominaldia meter for the rivets up to 25 mm diameter is

27 / 50

27. When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which

28 / 50

28. In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

29 / 50

29. The heaviest I-section for same depth is

30 / 50

30. The effective width of a column strip of a flat slab, is

31 / 50

31. The steel generally used in R.C.C. work, is

32 / 50

32. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

33 / 50

33. Enlarged head of a supporting column of a flat slab is technically known as

34 / 50

34. The minimum thickness of s flat slab is taken

35 / 50

35. In the displacement method of structural analysis, the basic unknowns are

36 / 50

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

37 / 50

37. For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

38 / 50

38. In the slope deflection equations, the deformations are considered to be caused by

39 / 50

39. In moment distribution method, the sum of distribution factors of all tha members meeting at any joint is always

40 / 50

40. The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of ? (Where xu is the depth of natural axis at the limit state of collapse)

41 / 50

41. A cantilever of length is subjected to a bending moment at its free end If EI is the rigidity of the section, the deflection of the free end, is?

42 / 50

42. Normally in a truss structure, tension occurs at/for?

43 / 50

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

44 / 50

44. The diameter of base of conical flare of a steel stack is 9where d is the diameter of the cylindrical part)

45 / 50

45. Generally, the purlins are placed at the panel points so as to avoid

46 / 50

46. For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

47 / 50

47. To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

48 / 50

48. Bearing stiffeners are provided at ( i) the supports, ii) the mid span, iii) the point of application of concentrated loads) The correct answer is

49 / 50

49. Minimum pitch of the rivets shall not be less than where d is gross diameter of rivet

50 / 50

50. Which of the following types of riveted joint is free from bending stresses ?

Your score is