/50

FAQ’s for Structural Design Jobs

1 / 50

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

2 / 50

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

3 / 50

3. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

4 / 50

4. Other conditions being same, the load factor in indeterminate structures is

5 / 50

5. Load factor is

6 / 50

6. The mechanism method of plastic analysis satisfies

7 / 50

7. Shape factor is a property which depends

8 / 50

8. In case of timber structures, the simple bending formula M = fz may be applied for

9 / 50

9. The effect of racking forces is considered in the design of i) lateral braces, ii) chord members. The correct answer is

10 / 50

10. If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

11 / 50

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

12 / 50

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

13 / 50

13. Steel tanks are mainly designed for

14 / 50

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

15 / 50

15. The external wind pressure acting on a roof depends on

16 / 50

16. Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

17 / 50

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

18 / 50

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

19 / 50

19. Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

20 / 50

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

21 / 50

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

22 / 50

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

23 / 50

23. The actual thickness of butt weld as compared to the thickness of plate is usually

24 / 50

24. A butt weld is specified by

25 / 50

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

26 / 50

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

27 / 50

27. The minimum number of main steel bars provided in R.C.C.

28 / 50

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

29 / 50

29. 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

30 / 50

30. If the length of an intermediate span of a continuous slab is 5m, the length of the end span is kept

31 / 50

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

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 minimum thickness of s flat slab is taken

34 / 50

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

35 / 50

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

36 / 50

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

37 / 50

37. 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

38 / 50

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

39 / 50

39. Shell structure does not have any?

40 / 50

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

41 / 50

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

42 / 50

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

43 / 50

43. The sway bracing is designed to transfer

44 / 50

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

45 / 50

45. The maximum permissible span of asbestos cement sheets is

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. The range of economical spacing of trusses varies from

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. Battening is preferable when the( i) column carries axial load only, ii) space between the two main components is not very large, iii) column is eccentrically loaded The correct answer is)

50 / 50

50. When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and F mis the shearing load due to moment in any rivet.)

Your score is