FAQ’s for Structural Design Jobs
1 / 50
1. For rivets in tension with counter-sunk heads, the tensile value shall be
2 / 50
2. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:
3 / 50
3. In the virtual work method, the virtual quantity is
4 / 50
4. Which of the following conditions is to be satisfied both in elastic and plastic analysis?
5 / 50
5. Other conditions being same, the load factor in indeterminate structures is
6 / 50
6. The moment-curvature relation at a plastic hinge is
7 / 50
7. The least dimension in case of a circular column of diameter D is taken as
8 / 50
8. In case of timber structures, the simple bending formula M = fz may be applied for
9 / 50
9. If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called
10 / 50
10. Hudson’s formula gives the dead weight of a truss bridge as a function of
11 / 50
11. The allowable tensile stress in structural mild steel plates for steel tank is assumed as
12 / 50
12. The bracing between two columns of a steel tank will be designed to resist
13 / 50
13. Steel tanks are mainly designed for
14 / 50
14. Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)
15 / 50
15. The external wind pressure acting on a roof depends on
16 / 50
16. Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)
17 / 50
17. Economical depth of a plate girder corresponds to
18 / 50
18. The best arrangement to provide unified behavior inbuilt up steel columns is by
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 actual thickness of butt weld as compared to the thickness of plate is usually
21 / 50
21. Select the correct statement
22 / 50
22. Efficiency of a riveted joint, having the minimum pitch as per IS: 800, is
23 / 50
23. Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)
24 / 50
24. When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which
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. If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as
27 / 50
27. As the percentage of steel increases
28 / 50
28. According to the steel beam theory of doubly reinforced beams
29 / 50
29. The width of the rib of a T-beam , is generally kept between
30 / 50
30. 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
31 / 50
31. By over-reinforcing a beam, the moment of resistance can be increased not more than
32 / 50
32. Enlarged head of a supporting column of a flat slab is technically known as
33 / 50
33. The spacing of the main bars in a simply supported slab, should not exceed its effective depth by
34 / 50
34. In a simply supported slab, alternate bars are curtailed at
35 / 50
35. The self-weight of the footing, is
36 / 50
36. The minimum thickness of s flat slab is taken
37 / 50
37. In a pre-stressed member, it is advisable to use
38 / 50
38. The width of the flange of a L-beam, should be less than
39 / 50
39. The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
40 / 50
40. Which of the following methods of structural analysis is a displacement method?
41 / 50
41. Which of the following methods of structural analysis is a force method?
42 / 50
42. When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
43 / 50
43. The maximum bending moment due to a train of wheel loads on a simply supported girder
44 / 50
44. In moment distribution method, the sum of distribution factors of all tha members meeting at any joint is always
45 / 50
45. When shear stress exceeds the permissible limit in a slab, then it is reduced by
46 / 50
46. 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?
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. A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be?
49 / 50
49. The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
50 / 50
50. The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is
Your score is
Restart quiz