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 ratio of plastic section modulus to elastic section modulus
5 / 50
5. The moment-curvature relation at a plastic hinge is
6 / 50
6. The portal bracing in a truss bridge is used to
7 / 50
7. The centrifugal force due to curvature of track is assumed to act on the bridge at a height of
8 / 50
8. The effect of racking forces is considered in the design of i) lateral braces, ii) chord members. The correct answer is
9 / 50
9. 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
10 / 50
10. Which of the following sections should preferably be used at places where torsion occurs?
11 / 50
11. Steel tanks are mainly designed for
12 / 50
12. Rivets connecting flange angles to cover plates in a plate girder are subjected to
13 / 50
13. The maximum spacing of vertical stiffeners is(where d is the distance between flange angles)
14 / 50
14. Bearing stiffener in a plate girder is used to
15 / 50
15. Gantry girders are designed to resist
16 / 50
16. Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds 9where t is thickness of web)
17 / 50
17. The web crippling due to excessive bearing stress can be avoided by
18 / 50
18. The use of tie plates in laced columns 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. The actual thickness of butt weld as compared to the thickness of plate is usually
21 / 50
21. In the cross-section of a weld, throat is the
22 / 50
22. Efficiency of a riveted joint, having the minimum pitch as per IS: 800, is
23 / 50
23. As compared to field rivets, the shop rivets are
24 / 50
24. Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)
25 / 50
25. 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
26 / 50
26. The difference between gross diameter and nominaldia meter for the rivets up to 25 mm diameter is
27 / 50
27. Effective depth and depth of the neutral axis respectively of a singly reinforced?
28 / 50
28. An under-reinforced section means
29 / 50
29. If the length of an intermediate span of a continuous slab is 5m, the length of the end span is kept
30 / 50
30. Enlarged head of a supporting column of a flat slab is technically known as
31 / 50
31. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by
32 / 50
32. The self-weight of the footing, is
33 / 50
33. 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
34 / 50
34. A single rolling load of 8 kN rolls alone a girder of 15 m span. the absolute maximum bending moment will be
35 / 50
35. Bending moment at any section in a conjugate beam gives in the actual beam
36 / 50
36. The three moments equation is applicable only when
37 / 50
37. In the slope deflection equations, the deformations are considered to be caused by
38 / 50
38. According to IS codes recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is
39 / 50
39. The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is?
40 / 50
40. Shell structure does not have any?
41 / 50
41. Which of the below is a disadvantage of frame structure?
42 / 50
42. One of the criteria for the effective width of flange of T-beam is bf =-+bw+6Df6 in above formula, lo signifies?
43 / 50
43. The effect of racking forces is considered in the design of ( i) lateral braces, ii) chord members) The correct answer is
44 / 50
44. 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)
45 / 50
45. The range of economical spacing of trusses varies from
46 / 50
46. As per IS: 800, for compression flange, the out stand of flange plates should not exceed (where t = thickness of thinnest flange plate)
47 / 50
47. 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)
48 / 50
48. Minimum pitch of the rivets shall not be less than where d is gross diameter of rivet
49 / 50
49. 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.)
50 / 50
50. Which of the following types of riveted joint is free from bending stresses ?
Your score is
Restart quiz