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. A steel beam supporting loads from the floor slab as well as from wall is termed as
4 / 50
4. The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:
5 / 50
5. In the virtual work method, the virtual quantity is
6 / 50
6. Which of the following conditions is to be satisfied both in elastic and plastic analysis?
7 / 50
7. Other conditions being same, the load factor in indeterminate structures is
8 / 50
8. Load factor is
9 / 50
9. The allowable tensile stress in structural mild steel plates for steel tank is assumed as
10 / 50
10. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ‘h’ is
11 / 50
11. Gantry girders are designed to resist
12 / 50
12. As per IS: 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)
13 / 50
13. The web crippling due to excessive bearing stress can be avoided by
14 / 50
14. Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is
15 / 50
15. Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between
16 / 50
16. A circular column section is generally not used in actual practice because
17 / 50
17. A butt weld is specified by
18 / 50
18. When the bolts are subjected to reversal of stresses, the most suitable type of bolt is
19 / 50
19. Diameter of a bolt hole is usually taken as
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. The difference between gross diameter and nominaldia meter for the rivets up to 25 mm diameter is
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 minimum number of main steel bars provided in R.C.C.
27 / 50
27. Effective depth and depth of the neutral axis respectively of a singly reinforced?
28 / 50
28. The width of the flange of a T-beam should be less than
29 / 50
29. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
30 / 50
30. In a simply supported slab, alternate bars are curtailed at
31 / 50
31. The nutral axis of a T-beam exists
32 / 50
32. The width of the flange of a L-beam, should be less than
33 / 50
33. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is
34 / 50
34. Which of the following methods of structural analysis is a displacement method?
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 maximum bending moment due to a train of wheel loads on a simply supported girder
38 / 50
38. In moment distribution method, the sum of distribution factors of all tha members meeting at any joint is always
39 / 50
39. 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)
40 / 50
40. 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
41 / 50
41. A simply supported beam carries varying load from zero at one end and W at the other end. If the length of the beam is a, the maximum bending moment will be?
42 / 50
42. 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?
43 / 50
43. Which of the below is a disadvantage of frame structure?
44 / 50
44. For a continuous slab of 3m 3.5m size, the minimum overall depth of slab to satisfy vertical deflection limits is?
45 / 50
45. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is
46 / 50
46. Normally, the angle of roof truss with asbestos sheets should not be less than
47 / 50
47. The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)
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. Minimum pitch of the rivets shall not be less than where d is gross diameter of rivet
50 / 50
50. Which of the following types of riveted joint is free from bending stresses ?
Your score is
Restart quiz