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[Mock Test] All Syllabus Civil Engineering Mock Test – 4 – (100 Questions) for SSC JE, ESE, AE & PSUs exams

Here you can access very important All syllabus Civil Engineering Mock test. This will be very useful for SSC JE, ESE, AE exams, PSUs exams etc.





Welcome to your Civil Engineering Mock test - 4 (100 Questions)
Take an exciting test in All syllabus Civil Engineering 
You have only 1 hour  to complete the test (100 Questions)
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1.

The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every

1 out of 100
2.

An aggregate is said to be flaky, if its least dimension is less than

2 out of 100
3.

The final operation of finishing floors, is known as

3 out of 100
4.

Distribution reinforcement in a simply supported slab, is provided to distribute

4 out of 100
5.

The angle between the directions of the failure and the major principal plane, is equal to

5 out of 100
6.

For standing crops in undulating sandy fields, the best method of irrigation, is

6 out of 100
7.

Reynold number is the ratio of initial force and

7 out of 100
8.

n and j are numbers of members and joints in a frame. It contains redundant members if

8 out of 100
9.

The materials which have the same elastic properties in all directions, are called

9 out of 100
10.

For construction of structures in sea water, the cement generally preferred to, is

10 out of 100
11.

A solid cube is subjected to equal normal forces on all its faces. The volumetric strain will be x-times the linear strain in any of the three axes when

11 out of 100
12.

If average particle size of the silt in millimetres is m, the Lacey's silt factor f is proportional to

12 out of 100
13.

A phreatic line is defined as the line within a dam section below which there are

13 out of 100
14.

Pick up the correct statement from the following:

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15.

A cantilever carrying a uniformly distributed load W over its full length is propped at its free end such that it is at the level of the fixed end. The bending moment will be zero at its free end also at

15 out of 100
16.

To ensure uniform pressure distribution, the thickness of the foundation, is

16 out of 100
17.

When equal and opposite forces applied to a body, tend to elongate it, the stress so produced, is called

17 out of 100
18.

A back sight

18 out of 100
19.

Driving vehicles on wet surfaced roads, is dangerous because it may

19 out of 100
20.

In a three hinged arch, the third hinge is generally kept at

20 out of 100
21.

For the administration of road transport, a Motor Vehicle Act was enacted in

21 out of 100
22.

A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is

22 out of 100
23.

In a syphon aqueduct

23 out of 100
24.

Centering error of a theodolite produces an error

24 out of 100
25.

The period of cleaning of a slow sand filter, is usually

25 out of 100
26.

Forge pig may be converted to wrought iron by

26 out of 100
27.

The horizontal portion of a step in a stairs case, is known as

27 out of 100
28.

ISI has specified full strength of concrete after

28 out of 100
29.

An outlet is said to be proportional if its flexibility, 

29 out of 100
30.

The operation of making the algebraic sum of latitudes and departures of a closed traverse, each equal to zero, is known

30 out of 100
31.

According to the Indian Standards the specific gravity is the ratio of the unit weight of soil solids to that of water at a temperature of

31 out of 100
32.

An ideal flow of a liquid obeys

32 out of 100
33.

In a bar of large length when held vertically and subjected to a load at its lower end, its own-weight produces additional stress. The maximum stress will be

33 out of 100
34.

If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is

34 out of 100
35.

Mild steel is used for

35 out of 100
36.

To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

36 out of 100
37.

Veneering means

37 out of 100
38.

C.R.R.I. charts are used to obtain a relatioship between strength of concrete and

38 out of 100
39.

The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

39 out of 100
40.

Any gradient on a road is said to be an exceptional gradient, if it is

40 out of 100
41.

Along high ways confirmatory route markers are generally fixed

41 out of 100
42.

According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

42 out of 100
43.

A piezometer opening in pipes measures

43 out of 100
44.

According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

44 out of 100
45.

The shear force on a simply supported beam is proportional to

45 out of 100
46.

The type of butt joints in common use, is :

46 out of 100
47.

High temperature

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48.

Bitumen may be dissolved in

48 out of 100
49.

At a road junction, 7 cross conflict points are severe if

49 out of 100
50.

Steel beam theory is used for

50 out of 100
51.

When a body is totally or partially immersed in a fluid, it is buoyed up by a force equal

51 out of 100
52.

Length of vehicles does not affect

52 out of 100
53.

The most useless aggregate is one whose surface texture is

53 out of 100
54.

Pick up the correct statement from the following:

54 out of 100
55.

Whitworth compressed steel is obtained when molten steel is subjected to a pressure of

55 out of 100
56.

In rectangular columns (cross-section b x h), the core is a

56 out of 100
57.

Soundness of cement is tested by

57 out of 100
58.

The shear reinforcement in R.C.C. is provided to resist

58 out of 100
59.

In levelling operation

59 out of 100
60.

If a constant section beam is subjected to a uniform bending moment throughout, its length bends to

60 out of 100
61.

The systematic errors which persist and have regular effects in the performance of a survey operation, are due to

61 out of 100
62.

Orientation of a plane table by solving two point problem is only adopted when

62 out of 100
63.

Workability of concrete for a given water content is good if the aggregates, are

63 out of 100
64.

The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is

64 out of 100
65.

The thickness of the topping of a ribbed slab, varies between

65 out of 100
66.

A pressure conduit laid under ground, may not be subjected to

66 out of 100
67.

An independent mass of a fluid does not posses

67 out of 100
68.

The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is

68 out of 100
69.

An arch with three hinges, is a structure

69 out of 100
70.

Specified compressive strengh of concrete is obtained from cube tests at the end of

70 out of 100
71.

To give a brilliant finish, the type of varnish used, is

71 out of 100
72.

To indicate proper control of consistency of a freshly mixed concrete for pavement construction, the slump should be between

72 out of 100
73.

Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is

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74.

Stress in a beam due to simple bending, is

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75.

Determination of water content of a soil sample suspected to contain gypsum is made by drying the sample for longer period at a temperature not more than

75 out of 100
76.










The conventional sign shown in below figure represents a

76 out of 100
77.

Lane's weighted creep theory assumes

77 out of 100
78.

Based on its dry weight, a freshly felled tree may contain water

78 out of 100
79.

Maximum efficiency of transmission of power through a pipe, is

79 out of 100
80.

The absolute minimum sight distance required for stopping a vehicle moving with a speed of 80 km ph, is

80 out of 100
81.

Struts are load carrying members of a frame structure which are subjected to

81 out of 100
82.

The diaphragm of a stadia theodolite is fitted with two additional

82 out of 100
83.

A cylinder is said to be thin if the ratio of its thickness and diameter, is less than

83 out of 100
84.

Water formed transported soil is

84 out of 100
85.

The force which develops in a pressure conduit supported on trestles, is

85 out of 100
86.

After cleaning a slow sand filter, the filtered water is not used for

86 out of 100
87.

The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than

87 out of 100
88.

The sequence of refractory materials according to increasing melting points is :

88 out of 100
89.

Hydrostatic pressure on a dam depends upon its

89 out of 100
90.

If D is the degree of a curve, the percentage reduction of gradient, is

90 out of 100
91.

Allowable shear strength of concrete, depends upon

91 out of 100
92.

The best method of interpolation of contours, is by

92 out of 100
93.

Effective precipitation for a crop may be defined as

93 out of 100
94.

The softest rock is

94 out of 100
95.

The toe projection of foundation slabs is taken

95 out of 100
96.

The phenomenon occuring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream causing a distinct rise of liquid surface, is

96 out of 100
97.

The length of lap in tension reinforcement should not be less than the bar diameter x (actual tension / four times the permissible average bond stress) if it is more than

97 out of 100
98.

The field capacity of a soil depends upon

98 out of 100
99.

To obtain a very high strength concrete, use very fine grained

99 out of 100
100.

For compacting plain concrete road surface of thickness less than 20 cm, we use

100 out of 100







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