FAQ’s for Structural Design Jobs
1 / 50
1. In moment resistant connections, the moment resistance of riveted connection depends upon
2 / 50
2. For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?
3 / 50
3. Which of the following conditions is to be satisfied both in elastic and plastic analysis?
4 / 50
4. Load factor is
5 / 50
5. The mechanism method of plastic analysis satisfies
6 / 50
6. The elastic strain for steel is about
7 / 50
7. In case of timber structures, the form factor for solid circular cross-section is taken as
8 / 50
8. The portal bracing in a truss bridge is used to
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. The bracing between two columns of a steel tank will be designed to resist
12 / 50
12. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ‘h’ is
13 / 50
13. The maximum spacing of vertical stiffeners is(where d is the distance between flange angles)
14 / 50
14. The forces acting on the web splice of a plate girder are
15 / 50
15. Shear buckling of web in a plate girder is prevented by using
16 / 50
16. The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)
17 / 50
17. The effective length of a battened column is increased by
18 / 50
18. Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between
19 / 50
19. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
20 / 50
20. The effective length of a fillet weld should not be less than
21 / 50
21. When the bolts are subjected to reversal of stresses, the most suitable type of bolt is
22 / 50
22. Bolts are most suitable to carry
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. The heaviest I-section for same depth is
25 / 50
25. The minimum number of main steel bars provided in R.C.C.
26 / 50
26. Effective depth and depth of the neutral axis respectively of a singly reinforced?
27 / 50
27. The effective width of a column strip of a flat slab, is
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. On a circular slab of radius, the maximum radial moment at the center if the load on the slab in wkn/m2
30 / 50
30. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by
31 / 50
31. The self-weight of the footing, is
32 / 50
32. The minimum thickness of s flat slab is taken
33 / 50
33. In a pre-stressed member, it is advisable to use
34 / 50
34. The width of the flange of a L-beam, should be less than
35 / 50
35. Which of the following methods of structural analysis is a force method?
36 / 50
36. Which of the following is not the displacement method?
37 / 50
37. The carryover factor in a prismatic member whose far end is fixed is
38 / 50
38. 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
39 / 50
39. 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
40 / 50
40. A lift of weight W is lifted by a rope with an acceleration f. if the area of cross-section of the rope is A, the stress in the rope is?
41 / 50
41. A cantilever of length is subjected to a bending moment at its free end If EI is the rigidity of the section, the deflection of the free end, is?
42 / 50
42. For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is?
43 / 50
43. One of the criteria for the effective width of flange of T-beam is bf =-+bw+6Df6 in above formula, lo signifies?
44 / 50
44. The sway bracing is designed to transfer
45 / 50
45. The diameter of base of conical flare of a steel stack is 9where d is the diameter of the cylindrical part)
46 / 50
46. The effect of racking forces is considered in the design of ( i) lateral braces, ii) chord members) The correct answer is
47 / 50
47. Generally, the purlins are placed at the panel points so as to avoid
48 / 50
48. The relation between intensity of wind pressure p and velocity of wind V is taken as
49 / 50
49. The range of economical spacing of trusses varies from
50 / 50
50. Which of the following types of riveted joint is free from bending stresses ?
Your score is
Restart quiz