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All syllabus Civil Engineering Mock test – 5




Welcome to your All Syllabus Civil Engineering Mock test - 5
Take an exciting test in All syllabus Civil Engineering

(Building Materials, Concrete Technology, Strength of Materials, Soil Mechanics and Foundation Engineering, RCC design, Surveying, Highway, Hydraulics, Water Supply, Waste water, Steel, Irrigation,  Estimation, Hydrology and Railway ) 

You have only 1 hour  to complete the test (100 Questions)
Wish you all the best!!!
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1.

Meandering of a river generally occurs, in

1 out of 100
2.

Knots in timber are

2 out of 100
3.

The ratio of the angles subtended at the eye, by the virtual image and the object, is known as telescope's

3 out of 100
4.

Prismatic compass is considered more accurate than a surveyor's compass, because

4 out of 100
5.

Maximum principal stress theory for the failure of a material at elastic point, is known

5 out of 100
6.

If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

6 out of 100
7.

Cant deficiency occurs when a vehicle travels around a curve at

7 out of 100
8.

The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

8 out of 100
9.

In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

9 out of 100
10.

The plinth area of a building not includes 

10 out of 100
11.

For concreting tunnel linings, tran-portation of concrete is done by

11 out of 100
12.

Dimensions of the dynamic viscosity (μ) are

12 out of 100
13.

For plain chlorination of water, the quantity of chlorine used, is

13 out of 100
14.

Maximum strain theory for the failure of a material at the elastic limit, is known as

14 out of 100
15.

Brick walls are measured in sq. m if the thickness of the wall is 

15 out of 100
16.

Generally the weir is aligned at right angles to the direction of the main river current because

16 out of 100
17.

To avoid vapourisation, pipe lines are laid over the ridge so that these are above the hydraulic gradient line, not more than

17 out of 100
18.

In a constant level tube, size of the bubble remains constant because upper wall is

18 out of 100
19.

The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

19 out of 100
20.

A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be

20 out of 100
21.

To hydrate 500kg of cement full water needed, is

21 out of 100
22.

The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is

22 out of 100
23.

If permissible working stresses in steel and concrete are respectively 1400 kg/cm2 and 80 kg/cm2 and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

23 out of 100
24.

The main factor to be considered while preparing a detailed estimate, is

24 out of 100
25.

Diameter of a rivet hole is made larger than the diameter of the rivet by

25 out of 100
26.

A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is

26 out of 100
27.

The thickness of the flange of a Tee beam of a ribbed slab is assumed as

27 out of 100
28.

The sewer pipe which carries sewage from a building for immediate disposal is

28 out of 100
29.

The operation of removing humps and hollows of uniform concrete surface, is known as

29 out of 100
30.

The rate of payment is made for 100 cu m (per % cu m) in case of 

30 out of 100
31.

Pick up the correct statement from the following :

31 out of 100
32.

Design of R.C.C. cantilever beams, is based on the resultant force at

32 out of 100
33.

If dry density, water density and specific gravity of solids of a given soil sample are 1.6 g/cc, 1.84 g/cc and 2.56 respectively, the porosity of the soil sample, is

33 out of 100
34.

In a solid arch, shear force acts

34 out of 100
35.

A column splice is used to increase

35 out of 100
36.

Simpson's rule for calculating areas states that the area enclosed by a curvilinear figure divided into an even number of strips of equal width, is equal to

36 out of 100
37.

The timber having maximum resistance against white ants, is obtained from

37 out of 100
38.

The most suitable chemical which can be applied to the water surface for reducing evaporation is

38 out of 100
39.

The neutral axis of a beam cross-section must

39 out of 100
40.

The algae dies out in the zone of

40 out of 100
41.

The rate of an item of work depends on

41 out of 100
42.

The prescribed hardness limit of potable water ranges between

42 out of 100
43.

The type of aggregates of same nominal size, which contain less voids when compacted, are

43 out of 100
44.

For the flow of liquid from an open ended tube (or nozzle) leading to the formation of spray of liquid drops, the number generally applied, is

44 out of 100
45.

Fibre boards can be

45 out of 100
46.

If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than

46 out of 100
47.

For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter

47 out of 100
48.

Heel divergence is

48 out of 100
49.

The top diameter, bottom diameter and the height of a slump mould are :

49 out of 100
50.

The curve composed of two arcs of different radii having their centres on the opposite side of the curve, is known

50 out of 100
51.

Floating gradients are generally provided

51 out of 100
52.

The aggregate containing moisture in pores and having its suface dry, is known as

52 out of 100
53.

The following assumption is not true in the theory of pure torsion :

53 out of 100
54.

Workability of concrete mix with low water cement ratio is determined by

54 out of 100
55.

The foliated structure is very common in

55 out of 100
56.

If the beam is supported so that there are only three unknown reactive elements at the supports. These can be determined by using the following fundamental equation of statics

56 out of 100
57.

According to Khosla, the exist gradient of surface flow

57 out of 100
58.

A triangle is used for

58 out of 100
59.

The capillary rise of water

59 out of 100
60.

A deficit of sediments in flowing water may cause a river

60 out of 100
61.

The angle of internal friction of soil mass is the angle whose

61 out of 100
62.

The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known

62 out of 100
63.

For estimating the run off of catchments, the mean value of the constant 'K' in the Khosla's formula Qy = Py – K (1.8 Ty + 32) is

63 out of 100
64.

Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

64 out of 100
65.

The meander pattern of a river is developed by

 

65 out of 100
66.

The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

66 out of 100
67.

A straight glacis type fall with a baffle platform and a baffle wall is called

67 out of 100
68.

Lime concrete is generally used for

68 out of 100
69.

Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

69 out of 100
70.

The commonly used drying oil for oil paints, is

70 out of 100
71.

Pick up the correct statement from the following:

71 out of 100
72.

When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from

72 out of 100
73.

If velocities of fluid particles vary from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be

73 out of 100
74.

Initial setting of cement is caused due to

74 out of 100
75.

The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

75 out of 100
76.

Turpentine oil is used in paints as

76 out of 100
77.

An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. seive No. 9, more than

77 out of 100
78.

The specific gravity of quartz, is

78 out of 100
79.

The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed

79 out of 100
80.

The rise of the liquid along the walls of a revolving cylinder above the initial level, is

80 out of 100
81.

Wrought iron is used for

81 out of 100
82.

The inventor of road making as a building science, was

82 out of 100
83.

A fall in a canal bed is generally provided, if

83 out of 100
84.

PEI/L² is the equation of Euler's crippling load if

84 out of 100
85.

If the cohesive force, (c), is 1.5 t/m2, the density (γ) of the soil is 2.0 t/m3, factor of safety (F) is 1.5 and stability factor (Sn) is 0.05, the safe height of the §lope, is

85 out of 100
86.

The bending moment is maximum on a section where shearing force

86 out of 100
87.

Fluids change the volume under external presssure due to

87 out of 100
88.

When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as

88 out of 100
89.

Maximum size of clay particles, is :

89 out of 100
90.

Si particles

90 out of 100
91.

Discharge over an ogee weir remains the same as that of

91 out of 100
92.

For exerting a pressure of 4.8 kg/cm2, the depth of oil (specific gravity 0.8), should be

92 out of 100
93.

Width of the shoulders of carriage way is generally kept

93 out of 100
94.

If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will be

94 out of 100
95.

Through a point in a loaded soil, the principal stress is maximum on

95 out of 100
96.

For a cantilever with a uniformly distributed load W over its entire length L, the maximum bending moment is

96 out of 100
97.

The hardest rock is

97 out of 100
98.

Stretcher bar is provided

98 out of 100
99.

An error of 1% in measuring the head of water over the crest of a triangular notch, produces an error in the discharge which is equal to

99 out of 100
100.

In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

100 out of 100







1 Comment on "All syllabus Civil Engineering Mock test – 5"

  1. There are 3-4 wrong answers..plz resolve it..such as
    Bending moment of cantilever beam with udl
    Simpsons rule
    Euler’s formula

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