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Question Bank SEBI Grade A Phase II Paper-2 Civil Stream Exam - English
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Civil

Question 1Single Answer
A water supply distribution system for an averagely-populated township is to be designed for
  1. A
    Maximum daily demand 
  2. B
    Maximum hourly demand and fire demand 
  3. C
    Average demand 
  4. D
    Maximum daily demand and fire demand or maximum hourly demand, whichever is higher
Question 2Single Answer
 A combined sewerage system is more appropriate for developed areas where
  1. A
    Rainfall occurs for a very few days in a year 
  2. B
    Rainfall occurs almost uniformly throughout the year 
  3. C
    Air temperatures are nearly uniform throughout the year 
  4. D
    Air temperatures through the year include extremes during certain runs of days 
Question 3Single Answer
100 m3 of sludge holds a moisture content of 95%. If its moisture content chagnes to 90%, the volume of this sludge will then be
  1. A
    40.5m3
  2. B
    50m3
  3. C
    75m3
  4. D
    94.7m3
Question 4Single Answer
The design overflow rate of a sedimentation tank is chosen considering
  1. A
    Flow rate through the tank 
  2. B
    Diameter of the particle intended to be removed 
  3. C
    Volume of the sedimentation tank 
  4. D
    Detention time in the tank
Question 5Single Answer
Consider the following statements in respect of flow equalization in a waste water treatment plant : 
1. Biological treatment is enhanced because shock loadings are eliminated or minimized
2. Flow equalizations is an attractive option for upgrading the performance of overloaded treatment plants.
3. Inhibiting substances can be diluted and pH can be stabilized
4. Thickening performance of primary sedimentation tanks following grit removal is improved.
 Which of the above statements are correct? 
  1. A
    1, 2, 3 and 4 
  2. B
    1, 2 and 3 only 
  3. C
    1, 2 and 4 only 
  4. D
    3 and 4 only   
Question 6Single Answer
Consider the following statements :
1. There will be no defects in select grade timbers.
2. The codal values for strength of grade-II timer without defects may be reduced by 37.5%.
3. For timber used as columns, the permissible stress in ungraded timbers is adopted with a multiplying factor of 0.50.
4. In case of wind force and earthquakes, a modification factor of 1.33 is adopted. Which of the above statements are correct ? 
  1. A
    1 and 3 only
  2. B
    1 and 4 only
  3. C
    2 and 4 only
  4. D
    2 and 3 only
Question 7Single Answer
Consider the following statements regarding timber :
1. The strength of timber increases by Kiln seasoning.
 2. Cutting of wood is to be done prior to treatment.
3. Water seasoning is good for prevention of warping.
4. ASCU treatment enhances the strength of wood. Which of the above statements are correct ?
  1. A
    1, 2 and 3 only
  2. B
    2, 3 and 4 only
  3. C
    1, 3 and 4 only
  4. D
    1, 2, 3 and 4
Question 8Single Answer
Gase(s) emitted during rotting or decomposition of timber is /are mainly
  1. A
    Methane and Hydrogen
  2. B
    Hydrogen Sulphide
  3. C
    Carbonic acid and Hydrogen
  4. D
    Ammonia
Question 9Single Answer
Efflorescence of bricks is due to
  1. A
    Excessive burning of bricks
  2. B
    High silt content in brick clay
  3. C
    High porosity of bricks
  4. D
    Soluble salts present in parent clay
Question 10Single Answer
Disintegration of bricks masonry walls is primarily due to
1. Efflorescence
2. Magnesium sulphate in brick  
3. Calcined clay admixtures
4. Kankar nodules
Which of the a above statements are correct ? 
  1. A
    1, 2 and 3 only
  2. B
    1, 2 and 4 only
  3. C
    3 and 4 only
  4. D
    1, 2, 3 and 4
Question 11Single Answer
Consider the following statements:
1. IS 3583 refers to Burnt Clay Paving Bricks.
2. IS 5779 refers to Burnt Clay Soling Bricks.
3. IS 3952 refers to Burnt Clay Hollow Bricks.
4. IS 2222 refers to Burnt Clay Lay Bricks.
Which of the above statements are correct?
  1. A
    1, 2 and 3 only
  2. B
    1, 2 and 4 only
  3. C
    3 and 4 only
  4. D
    1, 2, 3 and 4
Question 12Single Answer
Consider the following statements:
1. A high aggregate impact value indicates strong aggregates.
2. A low aggregate crushing value indicates high crushing strength of aggregates.
3. Aggregates having elongation index values greater than 15% are generally considered suitable for pavement construction.
4. Flakiness index of aggregates should not be less than 25% for use in road construction.
Which of the above statements are correct?
  1. A
    2 and 3 only
  2. B
    2 and 4 only
  3. C
    1 and 3 only
  4. D
    1 and 4 only
Question 13Single Answer
Consider the following statements regarding refractory bricks in furnaces:
1. The furnace is fired at temperatures more than 1700°C.
2. Silica content in the soil should be less than 40%.
3. Water absorption of bricks should not exceed 10%
4. Chrome bricks are known as basic bricks. Which of the above statements are correct?
  1. A
    1 and 2 only
  2. B
    2 and 4 only
  3. C
    1 and 3 only
  4. D
    3 and 4 only
Question 14Single Answer
Consider the following statements about lime:
1. Calcination of limestone results in quick lime.
2. Lime produced from pure variety of chalk is hydraulic lime.
3. Hydrated lime is obtained by treating quick lime with water.
Which of the above statements are correct?
  1. A
    1, 2 and 3
  2. B
    1 and 2 only
  3. C
    2 and 3 only
  4. D
    1 and 3 only
Question 15Single Answer
Consider the following statements:
1. If more water is added to concrete for increasing its workability, it results into concrete of low strength.
2. No slump is an indication of a good workable concrete.
3. Higher the slump of concrete, lower will be its workability.
4. Workability of concrete is affected by water content as well as water-cement ratio.
Which of the above statements are correct?
  1. A
    1 and 3 only
  2. B
    2 and 3 only
  3. C
    1 and 4 only
  4. D
    2 and 4 only
Question 16Single Answer
One bag of Portland cement, 50 kg in weight, would normally have a bulk volume of
  1. A
    30 l 
  2. B
    35 l
  3. C
    40 l
  4. D
    45 l
Question 17Single Answer
AsCu, a preservative for wood, developed by the Forest Research Institute, Dehradun, comprises of chemicals:
  1. A
    1 : 1 : 1
  2. B
    1 : 2 : 3
  3. C
    1 : 2 : 4
  4. D
    1 : 3 : 4
Question 18Single Answer
Consider the following statements related to autoclave bricks:
1.Less water absorption compared to other bricks.
2.Noise reduction
3.It is cheap compared to other types of bricks.
4.Requirement of bulk volume of mortar in joints being relatively less compared to other types of brick masonry.
5.Not recommended for outer walls. 
Which of the above statements are relevant to the use of ‘autoclave’ bricks? 
  1. A
    1, 2 and 4
  2. B
    1, 3 and 5
  3. C
    2, 3 and 4
  4. D
    2, 4 and 5
Question 19Single Answer
The minimum number of annular rings to be seen in every 2.54 cm in the radial direction from the core for timber to be classified as ‘Dense’ is
  1. A
    10
  2. B
    20
  3. C
    25
  4. D
    30
Question 20Single Answer
If the actual thickness of a brick masonry wall is 19 cm, its effective length is 2.70 m, its effective height is 2.82 m and its code specified stiffening coefficient is 1.2 then, for design considerations, the slenderness ratio of the wall will be taken as
  1. A
    11.8
  2. B
    12.4
  3. C
    14.2 
  4. D
    14.8
Question 21Single Answer
What will be the depth of penetration of the plunger in Vicat Apparatus (IS : 5513 - 1976) from the bottom of the Vicat Mould, when the cement paste is tested for standard consistency, according to IS 4031 – 1988 ?
  1. A
    11 to 15 mm
  2. B
    8 to 10 mm
  3. C
    15 to 17 mm
  4. D
    5 to 7 mm
Question 22Single Answer
Two sewer pipelines A and B (having the same diameter and made of the same material) are laid at a bed slope of 1 in 225 and 1 in 625, respectively. Determine the ratio of their carrying capacities (QA to QB) .
  1. A
  2. B
  3. C
    1
  4. D
Question 23Single Answer
Select the correct statement with respect to an over - reinforced cement concrete section under the working stress method .
  1. A
    The compressive stress in steel reaches the allowable limit before the maximum tensile stress in concrete reaches the allowable limit
  2. B
    Tensile steel stress and maximum compressive stress in concrete simultaneously reach their allowable limits
  3. C
    The allowable limiting stress is reached in concrete before the steel stress reaches the limiting value
  4. D
    The tensile stress in steel reaches the allowable limit before the maximum compressive stress in concrete reaches the allowable limit
Question 24Single Answer
A cantilever beam of span L is built - in at the support. It is restrained against lateral deflection and torsion at the free end. The effective length of compression flange for the beam as per IS 800 : 2007 is
  1. A
    0.5 L
  2. B
    0.85 L
  3. C
    2 L
  4. D
    0.75 L
Question 25Single Answer
What is the principle of plane surveying ?
  1. A
    Working from part to whole
  2. B
    Working from point to area
  3. C
    Working from angle to volume
  4. D
    Working from whole to part
Question 26Single Answer
According is IS 5968 : 1987, the minimum radius of radius of curve to be provided in the alignment of unlined canals carrying a discharge of less than 30 cumecs up to 15 cumecs is :
  1. A
    100 m
  2. B
    1000 m
  3. C
    600 m
  4. D
    150 m
Question 27Single Answer
A Pelton wheel is to be designed for a pitch diameter of 1 m and jet diameter of 0.1 m. The number of buckets on the runner computed by Taygun’s formula is :
  1. A
    20
  2. B
    25
  3. C
    15
  4. D
    10
Question 28Single Answer
What is the effect of fly ash in concrete ?
  1. A
    Reduces the secondary hydration process
  2. B
    Increases the heat of hydration
  3. C
    Increases the amount of air entrainment
  4. D
    Reduces the heat of hydration
Question 29Single Answer
As per IS 456 : 2000, the minimum grade of concrete to be used for plain concrete and reinforced concrete, respectively, in concrete works exposed directly along the sea coast are :
  1. A
    M 20 and M 30
  2. B
    M 20 and M 25
  3. C
    M 22 and M 40
  4. D
    M 15 and M 25
Question 30Single Answer
Identify the property that changes as a function of the geometrical dimensions of a section in structural materials :
  1. A
    Mass density
  2. B
    Moment of inertia
  3. C
    Poission’s ratio
  4. D
    Modulus of elasticity
Question 31Single Answer
As per IRC (Indian Roads Congress) recommendation, what will be the designed stopping sight distance (in metres) at the vehicle speed of 80 km/h on a rural highway ?
  1. A
    120
  2. B
    140
  3. C
    70
  4. D
    60
Question 32Single Answer
No deduction is made in the quantity estimation for plastering work in cement mortar for openings having size up to :
  1. A
    0.5 m2
  2. B
    1.0 m2
  3. C
    3 m2
  4. D
    0.75 m2
Question 33Single Answer
What is the height of slump cone mould used for testing the workability of the concrete ?
  1. A
    20 cm
  2. B
    10 cm
  3. C
    30 cm
  4. D
    25 cm
Question 34Single Answer
Select the correct option with regard in the following statements (S1, S2) pertaining to pavements .
S1 : Present serviceability index is used for the functional evaluation of pavement surface condition
S2 : Rigid pavements are less affected by temperature variations than flexible pavements
  1. A
    Statements S1 is true and Statement S2 is false
  2. B
    Both statements S1 and S2 are false
  3. C
    Statements S1 is false and Statement S2 is true
  4. D
    Both statements S1 and S2 are true
Question 35Single Answer
If the quadrantal bearing of a line AB is S 31'35' E, then its whole circle bearing is equal in :
  1. A
    121o25'
  2. B
    148o25'
  3. C
    58o25'
  4. D
    211o25'
Question 36Single Answer
The overflowing sheet of water on a weir is called :
  1. A
    creek
  2. B
    crest
  3. C
    limp
  4. D
    nappe
Question 37Single Answer
According to IS 456 - 2000, what is the slump of a medium degree of workability of concrete if planed in heavily reinforced sections like slabs, beams, walls, columns ?
  1. A
    10 - 25 mm
  2. B
    25 - 50 mm
  3. C
    0 - 10 mm
  4. D
    50 - 100 mm
Question 38Single Answer
Which of the following is Kharif season in India ?
  1. A
    March / April to June / July
  2. B
    December / January to April / May
  3. C
    May / June to October / November
  4. D
    October / November to April / May
Question 39Single Answer
The estimated value of a built - up property at the end of its useful life without dismantled is called :
  1. A
    market value
  2. B
    book value
  3. C
    scrap value
  4. D
    salvage value
Question 40Single Answer
The amount of cement required for 100 m2 area, of damp proof course with 2.5 cm thinkness, in with proportion of 1: 2 : 4 (cement : sand : aggregate) will be :
  1. A
    2.5 m2
  2. B
    0.55 m2
  3. C
    1.10 m2
  4. D
    0.25 m2
Question 41Single Answer
Select the correct statement related to increasing the carbon content in steel from 0.2 to 0.9 percent .
  1. A
    Increasing the carbon content in steel decreases the yield stress and increases the ductility
  2. B
    Increasing the carbon content in steel increases the yield stress and reduces the ductility
  3. C
    Increasing the carbon content in steel decreases the yield stress and does not affect the ductility
  4. D
    Increasing the carbon content in steel does not have any effect on the yield stress or ductility
Question 42Single Answer
Which of the following laws states that pressure or intensity of pressure at a point is static fluid is equal in all directions ?
  1. A
    Newton's law
  2. B
    Pascal's law
  3. C
    Darcy's law
  4. D
    Hydrostatic law
Question 43Single Answer
The determination of plasticity index and the percentage by weight of clay mineral finer than 2 µ present in the soil were done for two soil samples A and B. The ratio of plasticity index to the percentage of clay size particle for the samples A and B are given in the table .
Soil sample      Ratio of plasticity index to percentage of clay size particle
Sample A          Less than 0.75
Sample B          Greater than 1.25 The two soil sample A and B are classified as
  1. A
    Sample A : Inactive; Sample B : Active
  2. B
    Sample A : Active; Sample B : Normal
  3. C
    Sample A : Active; Sample B : Inactive
  4. D
    Sample A : Normal ; Sample B : Inactive
Question 44Single Answer
Which of the following compounds of cement is responsible for early strength ?
  1. A
    C4AF
  2. B
    C3S
  3. C
    C3A
  4. D
    C2A
Question 45Single Answer
According to SP : 27 - 1984, the thickness of slab or RC slab shall be measured to the nearest of :
  1. A
    0.0002 m
  2. B
    0.005 m
  3. C
    0.0001 m
  4. D
    0.01 m
Question 46Single Answer
Classify the following pollutants as primary pollutants (PP) and secondary pollutants (SP). Ozone, Carbon monoxide, Particulate matter, photochemical smog, Nitrogen oxides, Aerosol/mist, Hydrocarbons, Perory - Acetyl - Nitrate, Sulphur dioxide.
  1. A
    PP : Ozone, Photochemical smog, Aerosol/mist, Peroxy – Acetyl - Nitrate
    SP : Carbon monoxide, Particulate matter, Nitrogen oxides, Hydrocarbons, Sulphur dioxide
  2. B
    SP : Carbon monoxide, Particulate matter, Aerosol/mist, Peroxy - Acetyl - Nitrate
    SP : Nitrogen oxides, Hydrocarbons, Sulphur dioxide, Ozone, Photochemical smog
  3. C
    PP : Carbon monoxide, Particulate matter, Hydrocarbons, Sulphur dioxide
    SP : Ozone, Photochemical smog, Aerosol/mist, Peroxy - Acetyl - Nitrate
  4. D
    PP : Ozone, Photochemical smog, Carbon monoxide, Particulate matter, Nitrogen oxides
    SP : Aerosol/mist, Peroxy - Acetyl - Nitrate, Hydrocarbons, Sulphur dioxide
Question 47Single Answer
Saturated unit weight of soil is the ratio of : 
  1. A
    bulk unit weight of a soil when it is fully saturated
  2. B
    saturated bulk unit weight to total void
  3. C
    total void to saturated bulk unit weight
  4. D
    total void to saturated bulk unit weight
Question 48Single Answer
Identify the test to be conducted for the determination of the modulus of subgrade reaction in pavement design .
  1. A
    Plate bearing test
  2. B
    Triaxial test
  3. C
    CBR test
  4. D
    Direct shear test
Question 49Single Answer
In limit state design, the design bond stress for deformed bars (conforming to IS 1786) for M20 concrete mentioned in IS 456 : 2000 is (in N/mm2 units) :
  1. A
    1.2
  2. B
    1.8
  3. C
    1.68
  4. D
    1.92
Question 50Single Answer
Which of the following can be considered as a taking off point in road planning in India ?
  1. A
    Lucknow plan
  2. B
    Delhi plan
  3. C
    Bombay plan
  4. D
    Nagpur plan
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60.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Commerce, Accountancy etc. Exam - Hindi
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61.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Legal Exam - Hindi
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62.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Legal Exam - English
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63.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Civil Exam - Hindi
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64.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Civil Exam - English
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65.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Electrical Exam - Hindi
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66.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Electrical Exam - English
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67.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Information Technology Exam - Hindi
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68.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Information Technology Exam - English
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69.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Research Stream Exam - English
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70.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Research Stream Exam - Hindi
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71.SEBI Grade A Phase II Paper-2 General Stream Exam - English
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72.SEBI Grade A Phase II Paper-2 General Stream Exam - Hindi
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73.SEBI Grade A Phase II Paper-2 Legal Stream Exam - English
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74.SEBI Grade A Phase II Paper-2 Legal Stream Exam - Hindi
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75.SEBI Grade A Phase II Paper-2 Research Stream Exam - English
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76.SEBI Grade A Phase II Paper-2 Research Stream Exam - Hindi
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77.SEBI Grade A Phase II Paper-2 Civil Stream Exam - English
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78.SEBI Grade A Phase II Paper-2 Civil Stream Exam - Hindi
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79.SEBI Grade A Phase II Paper-2 Electrical Stream Exam - English
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80.SEBI Grade A Phase II Paper-2 Electrical Stream Exam - Hindi
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81.SEBI Grade A Phase II Paper-2 Information Technology Stream Exam - English
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82.SEBI Grade A Phase II Paper-2 Information Technology Stream Exam - Hindi
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83.SEBI Grade A (Assistant Manager) Phase-I (Paper-1) Exam Question Bank Book - Hindi
Description : 1000 Question with Answer (Printed Material)
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84.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Commerce, Accountancy etc. Exam Question Bank Book - Hindi
Description : 1000 Question with Answer (Printed Material)
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85.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Legal Exam Question Bank Book - Hindi
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₹450 [₹800]
86.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Civil Exam Question Bank Book - Hindi
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87.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Electrical Exam Question Bank Book - Hindi
Description : 1000 Question with Answer (Printed Material)
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88.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Information Technology Exam Question Bank Book - Hindi
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89.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Research Stream Exam Question Bank Book - Hindi
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90.SEBI Grade A Phase II Paper-2 General Stream Exam Question Bank Book - Hindi
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91.SEBI Grade A Phase II Paper-2 Legal Stream Exam Question Bank Book - Hindi
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92.SEBI Grade A Phase II Paper-2 Research Stream Exam Question Bank Book - Hindi
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93.SEBI Grade A Phase II Paper-2 Civil Stream Exam Question Bank Book - Hindi
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94.SEBI Grade A Phase II Paper-2 Electrical Stream Exam Question Bank Book - Hindi
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95.SEBI Grade A Phase II Paper-2 Information Technology Stream Exam Question Bank Book - Hindi
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96.SEBI Grade A (Assistant Manager) Phase-I (Paper-1) Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
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97.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Commerce, Accountancy etc. Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
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98.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Legal Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
₹390 [₹600]
99.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Civil Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
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100.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Electrical Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
₹390 [₹600]
101.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Information Technology Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
₹390 [₹600]
102.SEBI Grade A (Assistant Manager) Phase-I (Paper-2) Research Stream Exam Question Bank Book - English
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₹390 [₹600]
103.SEBI Grade A Phase II Paper-2 General Stream Exam Question Bank Book - English
Description : 1000 Question with Answer (Printed Material)
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104.SEBI Grade A Phase II Paper-2 Legal Stream Exam Question Bank Book - English
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105.SEBI Grade A Phase II Paper-2 Research Stream Exam Question Bank Book - English
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106.SEBI Grade A Phase II Paper-2 Civil Stream Exam Question Bank Book - English
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107.SEBI Grade A Phase II Paper-2 Electrical Stream Exam Question Bank Book - English
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108.SEBI Grade A Phase II Paper-2 Information Technology Stream Exam Question Bank Book - English
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111.SEBI Grade A (Assistant Manager) Phase I & II Paper-II Legal Exam - English (Old)
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113.SEBI Grade A (Assistant Manager) Phase I & II Paper-II Commerce, Accountancy etc. Exam - English (Old)
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Description : 1000 Question with Answer (Printed Material)
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