FAQ’s for Structural Design Jobs
1 / 50
1. Pitch of tacking rivets, when double angles connected back-to-back and acting as tension members should not be more than
2 / 50
2. In moment resistant connections, the moment resistance of riveted connection depends upon
3 / 50
3. The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)
4 / 50
4. A steel beam supporting loads from the floor slab as well as from wall is termed as
5 / 50
5. For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?
6 / 50
6. 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)
7 / 50
7. Other conditions being same, the load factor in indeterminate structures is
8 / 50
8. The ratio of plastic section modulus to elastic section modulus
9 / 50
9. The mechanism method of plastic analysis satisfies
10 / 50
10. The statical method of plastic analysis satisfies
11 / 50
11. The moment-curvature relation at a plastic hinge is
12 / 50
12. Shape factor is a property which depends
13 / 50
13. The least dimension in case of a circular column of diameter D is taken as
14 / 50
14. compression force in two end posts The pin of a rocker bearing in a bridge is designed for
15 / 50
15. The bracing provided in the plane of end posts is called
16 / 50
16. The centrifugal force due to curvature of track is assumed to act on the bridge at a height of
17 / 50
17. The effect of racking forces is considered in the design of i) lateral braces, ii) chord members. The correct answer is
18 / 50
18. As per IS: 875, for the purposes of specifying basic wind velocity, the country has been divided into
19 / 50
19. The number of seismic zones in which the country has been divided are
20 / 50
20. The external wind pressure acting on a roof depends on
21 / 50
21. Horizontal stiffener in a plate girder is provided to safe guard against
22 / 50
22. Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
23 / 50
23. Shear buckling of web in a plate girder is prevented by using
24 / 50
24. The best arrangement to provide unified behavior inbuilt up steel columns is by
25 / 50
25. The slenderness ratio of a column supported throughout its length by a masonry wall is
26 / 50
26. The actual thickness of butt weld as compared to the thickness of plate is usually
27 / 50
27. Diameter of a bolt hole is usually taken as
28 / 50
28. Select the correct statement
29 / 50
29. Bolts are most suitable to carry
30 / 50
30. Efficiency of a riveted joint, having the minimum pitch as per IS: 800, is
31 / 50
31. 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
32 / 50
32. Which of the following types of riveted joint is free from bending stresses?
33 / 50
33. If the size of a column is reduced above the floor, the main bars of the column, are
34 / 50
34. With usual notations the depth of the neutral axis of a balanced section, is given by
35 / 50
35. As the percentage of steel increases
36 / 50
36. At-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis
37 / 50
37. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by
38 / 50
38. The nutral axis of a T-beam exists
39 / 50
39. In a pre-stressed member, it is advisable to use
40 / 50
40. 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
41 / 50
41. The width of the flange of a L-beam, should be less than
42 / 50
42. Which of the following methods of structural analysis is a force method?
43 / 50
43. Which of the following is not the displacement method?
44 / 50
44. When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that
45 / 50
45. 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)
46 / 50
46. 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?
47 / 50
47. A rod of uniform cross-section A and length L force P. The young’s modules E of the material, is?
48 / 50
48. One of the criteria for the effective width of flange of T-beam is bf =-+bw+6Df6 in above formula, lo signifies?
49 / 50
49. Horizontal stiffener in a plate girder is provided to safeguard against
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