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. 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. In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)
5 / 50
5. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:
6 / 50
6. In the virtual work method, the virtual quantity is
7 / 50
7. Which of the following conditions is to be satisfied both in elastic and plastic analysis?
8 / 50
8. Other conditions being same, the load factor in indeterminate structures is
9 / 50
9. The ratio of plastic section modulus to elastic section modulus
10 / 50
10. The mechanism method of plastic analysis satisfies
11 / 50
11. Shape factor is a property which depends
12 / 50
12. compression force in two end posts The pin of a rocker bearing in a bridge is designed for
13 / 50
13. The portal bracing in a truss bridge is used to
14 / 50
14. As per IS: 875, for the purposes of specifying basic wind velocity, the country has been divided into
15 / 50
15. Area of openings for buildings of large permeability is more than
16 / 50
16. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ‘h’ is
17 / 50
17. The maximum spacing of vertical stiffeners is(where d is the distance between flange angles)
18 / 50
18. Bearing stiffener in a plate girder is used to
19 / 50
19. Shear buckling of web in a plate girder is prevented by using
20 / 50
20. The slenderness ratio of lacing bars should not exceed
21 / 50
21. According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is
22 / 50
22. If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be
23 / 50
23. The effective length of a fillet weld should not be less than
24 / 50
24. Select the correct statement
25 / 50
25. Bolts are most suitable to carry
26 / 50
26. By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?
27 / 50
27. 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
28 / 50
28. The difference between gross diameter and nominaldia meter for the rivets up to 25 mm diameter is
29 / 50
29. If the size of a column is reduced above the floor, the main bars of the column, are
30 / 50
30. The width of the flange of a T-beam should be less than
31 / 50
31. An under-reinforced section means
32 / 50
32. With usual notations the depth of the neutral axis of a balanced section, is given by
33 / 50
33. The effective width of a column strip of a flat slab, is
34 / 50
34. The width of the rib of a T-beam , is generally kept between
35 / 50
35. The steel generally used in R.C.C. work, is
36 / 50
36. Enlarged head of a supporting column of a flat slab is technically known as
37 / 50
37. In a pre-stressed member, it is advisable to use
38 / 50
38. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is
39 / 50
39. The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
40 / 50
40. While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of
41 / 50
41. In moment distribution method, the sum of distribution factors of all tha members meeting at any joint is always
42 / 50
42. When shear stress exceeds the permissible limit in a slab, then it is reduced by
43 / 50
43. 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
44 / 50
44. 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?
45 / 50
45. 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?
46 / 50
46. The sway bracing is designed to transfer
47 / 50
47. The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is
48 / 50
48. The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
49 / 50
49. The relation between intensity of wind pressure p and velocity of wind V is taken as
50 / 50
50. Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)
Your score is
Restart quiz