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Technical Mock Test CE (SSC JE)- 10


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100 Questions MCQ Test Civil Engineering SSC JE (Technical) | Technical Mock Test CE (SSC JE)- 10

Technical Mock Test CE (SSC JE)- 10 for Civil Engineering (CE) 2023 is part of Civil Engineering SSC JE (Technical) preparation. The Technical Mock Test CE (SSC JE)- 10 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Technical Mock Test CE (SSC JE)- 10 MCQs are made for Civil Engineering (CE) 2023 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Technical Mock Test CE (SSC JE)- 10 below.
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Technical Mock Test CE (SSC JE)- 10 - Question 1

Match List-I with List-II and select the correct answer using the codes given below the lists:

Technical Mock Test CE (SSC JE)- 10 - Question 2

Traps are used in household drainage systems to

Technical Mock Test CE (SSC JE)- 10 - Question 3

Eutrophication of water bodies is caused by the

Technical Mock Test CE (SSC JE)- 10 - Question 4

Zero hardness of water is achieved by

Technical Mock Test CE (SSC JE)- 10 - Question 5

Sewage sickness occurs when

Technical Mock Test CE (SSC JE)- 10 - Question 6

Self-purification of running streams may be due to

Technical Mock Test CE (SSC JE)- 10 - Question 7

Which of the following is a weakness of bar chart

Technical Mock Test CE (SSC JE)- 10 - Question 8

The time corresponding to minimum total project cost is

Technical Mock Test CE (SSC JE)- 10 - Question 9

Uniformity coefficient of a soil is

Technical Mock Test CE (SSC JE)- 10 - Question 10

A sample of soil has the following properties:

Liquid limit = 45%

Plastic limit = 25%

Shrinkage limit = 17%

Natural moisture content = 30%

The consistency index of the soil is

Technical Mock Test CE (SSC JE)- 10 - Question 11

In a saturated soil deposit having a density of 22 kN/m3, the effective normal stress on ahorizontal plane at 5 m depth will be

Technical Mock Test CE (SSC JE)- 10 - Question 12

The dry density of a soil is 1.5 g/cc. If the saturation water content were 50%, then itssaturated density and submerged density would, respectively, be

Technical Mock Test CE (SSC JE)- 10 - Question 13

In standard penetration test, the splitspoon sampler is penetrated into the soil stratum by giving blows from a drop weight whose weight(in kg) and free fall (in cm) are, respectively

Technical Mock Test CE (SSC JE)- 10 - Question 14

Fibre saturation point of timber is the moisture content in % when

Technical Mock Test CE (SSC JE)- 10 - Question 15

According to the relevant I.S. code, the weight of the timber is to be reckoned at a

Technical Mock Test CE (SSC JE)- 10 - Question 16

Bureau of Indian Standards classifies bitumen into grades 65/25, 85/40 etc. The first and second numbers respectively refer to

Technical Mock Test CE (SSC JE)- 10 - Question 17

Surkhi is added to lime mortar to

Detailed Solution for Technical Mock Test CE (SSC JE)- 10 - Question 17

Surkhi is broken brick powder or burnt clay soil and used as a substitute for sand for concrete and mortar, and has almost the same function as of sand but it also imparts some strength and hydraulicity.

Surkhi is used as a substitute for sand for concrete and mortar and has almost the same function as of sand but it also imparts some strength and hydraulicity. Surkhi is made by grinding to powder burnt bricks, brick-bats or burnt clay; under-burnt or over-burnt bricks should not be used, nor bricks containing high proportion of sand. When clay is especially burnt for making into surkhi, an addition of 10 to 20 per cent of quick lime will improve its quality; small clay balls are made for burning.

Technical Mock Test CE (SSC JE)- 10 - Question 18

Increase in fineness of cement

Technical Mock Test CE (SSC JE)- 10 - Question 19

Consider the following statements:

The effect of air entrainment in concrete is to

1. increase resistance to freezing and thawing

2. improve workability

3. decrease strength

Which of these statements are correct

Technical Mock Test CE (SSC JE)- 10 - Question 20

The beam ABC shown in Fig. is horizontal

The distance to the point of contraflexure from the fixed end 'A' is

Technical Mock Test CE (SSC JE)- 10 - Question 21

The bending moment diagram of the beam shown in Fig. 10.55 is

Technical Mock Test CE (SSC JE)- 10 - Question 22

A shaft turns at 150 rpm under a torque of 1500 Nm. Power transmitted is

Technical Mock Test CE (SSC JE)- 10 - Question 23

For the compound bar whown in Fig. 10.61, the ratio of stresses in the portions AB : BC:
CD will be

Technical Mock Test CE (SSC JE)- 10 - Question 24

A beam of square section 'a' is used with its diagonal horizontal. The modulus of section of
the beam is given by

Technical Mock Test CE (SSC JE)- 10 - Question 25

Lug angles

Technical Mock Test CE (SSC JE)- 10 - Question 26

For rivets in tension with counter-sunk heads, the tensile value shall be

Technical Mock Test CE (SSC JE)- 10 - Question 27

Battens provided for a compression member shall be designed to carry a transverse shear equal to

Technical Mock Test CE (SSC JE)- 10 - Question 28

Deep beams are designed for

Technical Mock Test CE (SSC JE)- 10 - Question 29

Minimum clear cover (in mm) to the main steel bars in slab, beam, column and footing respectively are

Technical Mock Test CE (SSC JE)- 10 - Question 30

In case of 2-way slab, the limiting deflection of the slab is

Technical Mock Test CE (SSC JE)- 10 - Question 31

A reinforced concrete slab is 75 mm thick. The maximum size of reinforcement bar that can be used is

Technical Mock Test CE (SSC JE)- 10 - Question 32

Drops are provided in flat slab to resist

Technical Mock Test CE (SSC JE)- 10 - Question 33

In an RCC beam, side face reinforcement is provided if its depth exceeds

Technical Mock Test CE (SSC JE)- 10 - Question 34

A doubly reinforced beam is considered less economical than a singly reinforced beam because

Technical Mock Test CE (SSC JE)- 10 - Question 35

The ultimate strength of the steel used for prestressing is nearly

Technical Mock Test CE (SSC JE)- 10 - Question 36

Water retentivity for brick masonry should not be less than

Technical Mock Test CE (SSC JE)- 10 - Question 37

For a line AB

Detailed Solution for Technical Mock Test CE (SSC JE)- 10 - Question 37

Technical Mock Test CE (SSC JE)- 10 - Question 38

Local attraction in compass surveying may exist due to

Technical Mock Test CE (SSC JE)- 10 - Question 39

A negative declination shows that the magnetic meridian is to the

Technical Mock Test CE (SSC JE)- 10 - Question 40

The temporary adjustments of a prismatic compass are

(i) Centering

(ii) Levelling

(iii) Focusing the prism

The correct order is

Technical Mock Test CE (SSC JE)- 10 - Question 41

The following consecutive readings were taken with a dumpy level:

0.695. 1.525, 2.395, 0.635, 0.605, 0.805,0.125

The instrument was shifted after the third andfifth readings. The readings 2.395 and 0.635 respectively represent

where F.S. is foresight, B.S. is backsight and I.S. is intermediate sight

Technical Mock Test CE (SSC JE)- 10 - Question 42

Benchmark is established by

Technical Mock Test CE (SSC JE)- 10 - Question 43

Agonic line is the line joining points having

Technical Mock Test CE (SSC JE)- 10 - Question 44

Sodium Absorption Ratio (SAR) is defined as

Technical Mock Test CE (SSC JE)- 10 - Question 45

A 70% index of wetness means

Technical Mock Test CE (SSC JE)- 10 - Question 46

The major resisting force in a gravity dam is

Technical Mock Test CE (SSC JE)- 10 - Question 47

The most suitable material for the central impervious core of a zoned embankment type dam is

Technical Mock Test CE (SSC JE)- 10 - Question 48

The means of access for inspection and cleaning of sewer line is known as

Technical Mock Test CE (SSC JE)- 10 - Question 49

What is the anchorage value of a standard hook of a reinforcement bar of diameter D

Technical Mock Test CE (SSC JE)- 10 - Question 50

Which one of the following is the correct expression to estimate the development length of deformed reinforcing bar as per IS code in limit stage design

where Ø is diameter of reinforcing bar, σ s is the stress in the bar at a section and ζ bd is bond stress.

Technical Mock Test CE (SSC JE)- 10 - Question 51

The cover of longitudinal reinforcing bar in a beam subjected to sea spray should not beless than which one of the following

Technical Mock Test CE (SSC JE)- 10 - Question 52

What is the value of minimum reinforcement (in case of Fe 415) in a slab

Technical Mock Test CE (SSC JE)- 10 - Question 53

What is the value of minimum reinforcement (in case of Fe 250) in a slab

Technical Mock Test CE (SSC JE)- 10 - Question 54

The limits of percentage 'p' of the longitudinal reinforcement in a column is

Technical Mock Test CE (SSC JE)- 10 - Question 55

What is the minimum number of longitudinal bars provided in a rainforced concrete columnof circular cross-section

Technical Mock Test CE (SSC JE)- 10 - Question 56

Lateral ties in RC columns are provided to resist

Technical Mock Test CE (SSC JE)- 10 - Question 57

The maximum strain in concrete at the outermost compression fiber in the limit state design offlexural member is (as per IS:456-1978)

Technical Mock Test CE (SSC JE)- 10 - Question 58

The minimum strain at failure in the tensile reinforcement (Fy = 400 MPa) of RCC beamas per limit state method is

Technical Mock Test CE (SSC JE)- 10 - Question 59

The wood preservative "Creosote " is derived from

Technical Mock Test CE (SSC JE)- 10 - Question 60

Consider the following statements

:A good soil for making bricks should contain

1. about 30% alumina

2. about 10% lime nodules

3. a small quanitity of iron oxides

4. about 15% magnesia

Of these statement

Technical Mock Test CE (SSC JE)- 10 - Question 61

The deformation per unit length is called

Technical Mock Test CE (SSC JE)- 10 - Question 62

Hook's law holds good up to

Technical Mock Test CE (SSC JE)- 10 - Question 63

The maximum stress produced in a bar of tapering section is at

Technical Mock Test CE (SSC JE)- 10 - Question 64

A steel bar of 5 mm is heated from 15º C to 40ºC and it is free to expand. The bar willi nducce

Technical Mock Test CE (SSC JE)- 10 - Question 65

Which of the following statement is correct ?

Technical Mock Test CE (SSC JE)- 10 - Question 66

Stream lines and path lines always coincide in case of

Detailed Solution for Technical Mock Test CE (SSC JE)- 10 - Question 66

Solution:B

Stream Lines: Stream Line is an imaginary curve in a flow field such that tangent at any point on it represents the direction at instantaneous velocity vector at that point.

Path Line: Pathline is the actual path followed by an individual particle in a flow field over a period of time.

Streak Line: Streak Line is the locus of all fluid particles passing through a fixed point in a flow field at any instant of time.

For a steady flow, all three lines coincide with each other.

Technical Mock Test CE (SSC JE)- 10 - Question 67

The discharge through a cipolletti weir is given by

Technical Mock Test CE (SSC JE)- 10 - Question 68

The ratio of average velocity to maximum velocity for steady laminar flow in circular pipes is

Technical Mock Test CE (SSC JE)- 10 - Question 69

If there are n pipes of same diameter d laid in parallel in place of a single pipe of diameter D

, then (assume same discharge flowing in each new pipe as old one)

Detailed Solution for Technical Mock Test CE (SSC JE)- 10 - Question 69

hL will be same for both the cases

flQ2 / 12.1 D2 = (n)  ( flQ / 12.1 d2 )

Technical Mock Test CE (SSC JE)- 10 - Question 70

The critical state of flow through a channel section may be defined as the state of flow at which the

Technical Mock Test CE (SSC JE)- 10 - Question 71

The value of Froude number can be

Technical Mock Test CE (SSC JE)- 10 - Question 72

When the bubble of the level tube of a level remains central

Technical Mock Test CE (SSC JE)- 10 - Question 73

In limit state design of concrete for flexure, the area of stress block is taken as

Technical Mock Test CE (SSC JE)- 10 - Question 74

Stress strain curve of concrete is

Technical Mock Test CE (SSC JE)- 10 - Question 75

In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

Technical Mock Test CE (SSC JE)- 10 - Question 76

While calculating the sight distances, the driver's eye above road surface is assumed as

Technical Mock Test CE (SSC JE)- 10 - Question 77

The characteristics of fresh and septic sewage respectively are

Technical Mock Test CE (SSC JE)- 10 - Question 78

Strength of concrete increases with

Technical Mock Test CE (SSC JE)- 10 - Question 79

Inner part of a timber log surrounding the pitch, is called

Technical Mock Test CE (SSC JE)- 10 - Question 80

The type of brick masonery bond in which every course contains both headers and stretchers, is called

Technical Mock Test CE (SSC JE)- 10 - Question 81

Degree of kinematic indeterminacy of a pin jointed plane frame is given by

Technical Mock Test CE (SSC JE)- 10 - Question 82

A cohesive soil yield a maximum dry density of 18kN/m3 during a standard ProctorCompaction test.If the specific gravity is 2.65, what would be its void ratio ?

Technical Mock Test CE (SSC JE)- 10 - Question 83

Effective stress on soil

Technical Mock Test CE (SSC JE)- 10 - Question 84

The ratio of curvature provided along atransition curve, is

Technical Mock Test CE (SSC JE)- 10 - Question 85

The individual variation between test strength of concrete cube sample should not be more than

Technical Mock Test CE (SSC JE)- 10 - Question 86

The ratio of maximum shear stress to average shear of a beam circular in cross-section , is

Technical Mock Test CE (SSC JE)- 10 - Question 87

Match List-I (Propoerties) with List-II (Stress points labelled 1, 12, 3 and 4) and select the correct answer using the codes given below the lists:
 

List-I
a. Yield point
b. Proportional limit
c. Rupture strength
d. Ultimate strength

Technical Mock Test CE (SSC JE)- 10 - Question 88

Match List-I (Failure Mode) with List-II (Reason) and select the correct answer using the codes given below the lists:

List-I (Failuren mode)
a. Shear failure of plates
b. Bearing failure of plates
c. Tearing failure of plates
d. Splitting failure of plates

List-II (Reason)
1. Insufficient edge distance
2. Strength of plate is less than that of the rivets

Technical Mock Test CE (SSC JE)- 10 - Question 89

Which one of the following is the chronological sequence is regard to road construction/developement ?

Technical Mock Test CE (SSC JE)- 10 - Question 90

In cement concrete pavements, tie bars are installed in

Technical Mock Test CE (SSC JE)- 10 - Question 91

In a Mohr's circle of  plane (σ– normal stress, σ = shear stress), the vertical diameter represents

Technical Mock Test CE (SSC JE)- 10 - Question 92

One true colour unit is colour produced by

Technical Mock Test CE (SSC JE)- 10 - Question 93

Most commonly adopted pumps in water supplies are

Technical Mock Test CE (SSC JE)- 10 - Question 94

With usual notations, Stokes' law for velocity of setting of soil on still water is

Technical Mock Test CE (SSC JE)- 10 - Question 95

If h1 is total hydraulic head, Nf is total number of flow channels and Nd is total number of potential drops in a flow net, then seepage flow rate is given by

Technical Mock Test CE (SSC JE)- 10 - Question 96

The consolidatio settlement is given by the expression

Technical Mock Test CE (SSC JE)- 10 - Question 97

Thermal stratification of impounded water is in the order

Technical Mock Test CE (SSC JE)- 10 - Question 98

Temperature of water more than ______ is considered objectionable

Technical Mock Test CE (SSC JE)- 10 - Question 99

Aerobic method of composting practised in India is called

Technical Mock Test CE (SSC JE)- 10 - Question 100

In a linear reservior , the

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