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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)
Wish you all the best!!!

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

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

2 out of 100

The final operation of finishing floors, is known as

3 out of 100

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

4 out of 100

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

5 out of 100

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

6 out of 100

Reynold number is the ratio of initial force and

7 out of 100

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

8 out of 100

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

9 out of 100

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

10 out of 100

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

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

12 out of 100

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

13 out of 100

Pick up the correct statement from the following:

14 out of 100

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

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

16 out of 100

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

17 out of 100

A back sight

18 out of 100

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

19 out of 100

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

20 out of 100

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

21 out of 100

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

22 out of 100

In a syphon aqueduct

23 out of 100

Centering error of a theodolite produces an error

24 out of 100

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

25 out of 100

Forge pig may be converted to wrought iron by

26 out of 100

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

27 out of 100

ISI has specified full strength of concrete after

28 out of 100

An outlet is said to be proportional if its flexibility, 

29 out of 100

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

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

An ideal flow of a liquid obeys

32 out of 100

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

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

Mild steel is used for

35 out of 100

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

Veneering means

37 out of 100

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

38 out of 100

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

39 out of 100

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

40 out of 100

Along high ways confirmatory route markers are generally fixed

41 out of 100

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

A piezometer opening in pipes measures

43 out of 100

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

The shear force on a simply supported beam is proportional to

45 out of 100

The type of butt joints in common use, is :

46 out of 100

High temperature

47 out of 100

Bitumen may be dissolved in

48 out of 100

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

49 out of 100

Steel beam theory is used for

50 out of 100

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

51 out of 100

Length of vehicles does not affect

52 out of 100

The most useless aggregate is one whose surface texture is

53 out of 100

Pick up the correct statement from the following:

54 out of 100

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

55 out of 100

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

56 out of 100

Soundness of cement is tested by

57 out of 100

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

58 out of 100

In levelling operation

59 out of 100

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

60 out of 100

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

61 out of 100

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

62 out of 100

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

63 out of 100

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

64 out of 100

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

65 out of 100

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

66 out of 100

An independent mass of a fluid does not posses

67 out of 100

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

68 out of 100

An arch with three hinges, is a structure

69 out of 100

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

70 out of 100

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

71 out of 100

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

72 out of 100

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

73 out of 100

Stress in a beam due to simple bending, is

74 out of 100

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

The conventional sign shown in below figure represents a

76 out of 100

Lane's weighted creep theory assumes

77 out of 100

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

78 out of 100

Maximum efficiency of transmission of power through a pipe, is

79 out of 100

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

80 out of 100

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

81 out of 100

The diaphragm of a stadia theodolite is fitted with two additional

82 out of 100

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

83 out of 100

Water formed transported soil is

84 out of 100

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

85 out of 100

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

86 out of 100

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

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

88 out of 100

Hydrostatic pressure on a dam depends upon its

89 out of 100

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

90 out of 100

Allowable shear strength of concrete, depends upon

91 out of 100

The best method of interpolation of contours, is by

92 out of 100

Effective precipitation for a crop may be defined as

93 out of 100

The softest rock is

94 out of 100

The toe projection of foundation slabs is taken

95 out of 100

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

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

The field capacity of a soil depends upon

98 out of 100

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

99 out of 100

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

100 out of 100

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