/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. Lug angles

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. In the virtual work method, the virtual quantity is

5 / 50

5. The elastic strain for steel is about

6 / 50

6. In case of timber structures, the form factor for solid circular cross-section is taken as

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. Hudson’s formula gives the dead weight of a truss bridge as a function of

9 / 50

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

10 / 50

10. The capacity of the smallest pressed steel tank is

11 / 50

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

12 / 50

12. Gantry girders are designed to resist

13 / 50

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

14 / 50

14. The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

15 / 50

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

16 / 50

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

17 / 50

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

18 / 50

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

19 / 50

19. Diameter of a bolt hole is usually taken as

20 / 50

20. Select the correct statement

21 / 50

21. Bolts are most suitable to carry

22 / 50

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

23 / 50

23. 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

24 / 50

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

25 / 50

25. An under-reinforced section means

26 / 50

26. As the percentage of steel increases

27 / 50

27. The width of the rib of a T-beam , is generally kept between

28 / 50

28. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

29 / 50

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

30 / 50

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

31 / 50

31. The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

32 / 50

32. On a circular slab of radius, the maximum radial moment at the center if the load on the slab in wkn/m2

33 / 50

33. In a simply supported slab, alternate bars are curtailed at

34 / 50

34. The self-weight of the footing, is

35 / 50

35. In a pre-stressed member, it is advisable to use

36 / 50

36. The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

37 / 50

37. A single rolling load of 8 kN rolls alone a girder of 15 m span. the absolute maximum bending moment will be

38 / 50

38. The carryover factor in a prismatic member whose far end is fixed is

39 / 50

39. 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

40 / 50

40. A steel rod 1 meter long having square cross section is pulled under a tensile load of 8 tones the extension in the rod was 1 mm only. if E steel=2x106kg/cm2, the side of the rod, is

41 / 50

41. The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is?

42 / 50

42. 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?

43 / 50

43. A rod of uniform cross-section A and length L force P. The young’s modules E of the material, is?

44 / 50

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

45 / 50

45. The relation between intensity of wind pressure p and velocity of wind V is taken as

46 / 50

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

47 / 50

47. As per IS: 800, for compression flange, the out stand of flange plates should not exceed (where t = thickness of thinnest flange plate)

48 / 50

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

49 / 50

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

50 / 50

50. The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

Your score is