FAQ’s for Structural Design Jobs
1 / 50
1. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:
2 / 50
2. In the virtual work method, the virtual quantity is
3 / 50
3. The ratio of plastic section modulus to elastic section modulus
4 / 50
4. The mechanism method and the statical method give
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. The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)
8 / 50
8. Which of the following sections should preferably be used at places where torsion occurs?
9 / 50
9. The number of seismic zones in which the country has been divided are
10 / 50
10. Area of openings for buildings of large permeability is more than
11 / 50
11. The minimum thickness of plates in a steel stack should be
12 / 50
12. The internal pressure coefficient on walls for buildings with large permeability is taken as
13 / 50
13. Rivets connecting flange angles to cover plates in a plate girder are subjected to
14 / 50
14. Bearing stiffeners are provided at i) the supports, ii) the mid span, iii) the point of application of concentrated loads. The correct answer is
15 / 50
15. The web crippling due to excessive bearing stress can be avoided 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. For a standard 45° fillet, the ratio of size of fillet to throat thickness is
19 / 50
19. Select the correct statement
20 / 50
20. Bolts are most suitable to carry
21 / 50
21. As compared to field rivets, the shop rivets are
22 / 50
22. By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?
23 / 50
23. 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
24 / 50
24. When the axis of load lies in the plane of rivet group, then the rivets are subjected to
25 / 50
25. 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
26 / 50
26. The heaviest I-section for same depth is
27 / 50
27. The minimum number of main steel bars provided in R.C.C.
28 / 50
28. Effective depth and depth of the neutral axis respectively of a singly reinforced?
29 / 50
29. An under-reinforced section means
30 / 50
30. With usual notations the depth of the neutral axis of a balanced section, is given by
31 / 50
31. The width of the rib of a T-beam , is generally kept between
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. The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
34 / 50
34. The width of the flange of a L-beam, should be less than
35 / 50
35. Which of the following is not the displacement method?
36 / 50
36. For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust
37 / 50
37. In the slope deflection equations, the deformations are considered to be caused by
38 / 50
38. 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)
39 / 50
39. If a concrete column 200×200 mm in cross-section is reinforced with four steel bars of 1200 mm2 total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm2 and Es is 15Ec?
40 / 50
40. 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?
41 / 50
41. In frame structure, what transfers the load to columns?
42 / 50
42. Which of the below is a disadvantage of frame structure?
43 / 50
43. For a continuous slab of 3m 3.5m size, the minimum overall depth of slab to satisfy vertical deflection limits is?
44 / 50
44. One of the criteria for the effective width of flange of T-beam is bf =-+bw+6Df6 in above formula, lo signifies?
45 / 50
45. The effect of racking forces is considered in the design of ( i) lateral braces, ii) chord members) The correct answer is
46 / 50
46. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is
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. The maximum permissible span of asbestos cement sheets is
49 / 50
49. As per IS: 800, for compression flange, the out stand of flange plates should not exceed (where t = thickness of thinnest flange plate)
50 / 50
50. Minimum pitch of the rivets shall not be less than where d is gross diameter of rivet
Your score is
Restart quiz