MCQ's in Basic Civil Engineering-2

December 04, 2016



Surveying

56. The sensitivity of a bubble tube can be increased by
a) increasing the diameter of the tube
b) decreasing the length of bubble
c) increasing the viscosity of liquid
d) decreasing the radius of curvature of tube
Ans: a
57. With the rise of temperature, the sensitivity of a bubble tube
a) decreases
b) increases
c) remains unaffected
d) none of the above
Ans: a
58. Refraction correction
a) completely eliminates curvature correction
b) partially eliminates curvature correction
c) adds to the curvature correction
d) has no effect on curvature correction
Ans: b
59. The R.L, of the point A which is on the floor is 100 m and
back sight reading on A is 2.455 m. If the foresight reading on
the point B which is on the ceiling is 2.745 m, the R.L. of point B
will be
a) 94.80 m
b) 99.71 m
c) 100.29 m
d) 105.20 m
Ans: d
60. As applied to staff readings, the corrections for curvature
and refraction are respectively
The above table shows a part of a level field book. The value of X
should be
a) 98.70
b) 100.00
c) 102.30
d) 103.30
Ans: b
63. If the horizontal distance between the staff point and the
point of observation is d, then the error due to curvature of
earth is proportional to
a) d
b) 1/d
c) d2
d) 1/d2
Ans: c
64. Sensitiveness of a level tube is designated by
a) radius of level tube
b) length of level tube
c) length of bubble of level tube
d) none of the above
Ans: a
65. Which of the following statements is incorrect
?
a) Error due to refraction may not be completely eliminated by
reciprocal levelling.
b) Tilting levels are commonly used for precision work.
c) The last reading of levelling is always a foresight.
d) All of the above statements are incorrect.
Ans: d
66. Dumpy level is most suitable when
a) the instrument is to be shifted frequently
b) fly levelling is being done over long distance
c) many readings are to be taken from a single setting of the
instrument
d) all of the above
Ans: c
67. The difference of levels between two stations A and B is to be
determined. For best results, the instrument station should be
a) equidistant from A and B
b) closer to the higher station
c) closer to the lower station
d) as far as possible from the line AB
Ans: a
68. Contour interval is
a) inversely proportional to the scale of the map
b) directly proportional to the flatness of ground
c) larger for accurate works
d) larger if the time available is more
Ans: a
69. An imaginary line lying throughout the surface of ground
and preserving a constant inclination to the horizontal is known
as
a) contour line
b) horizontal equivalent
c) contour interval
d) contour gradient
Ans: d
70. The suitable contour interval for a map with scale 1 : 10000
is
a) 2 m
b) 5m
c) 10 m
d) 20 m
Ans: a
71. Select the correct statement.
a) A contour is not necessarily a closed curve.
b) A contour represents a ridge line if the concave side of lower
value con¬tour lies towards the higher value contour.
c) Two contours of different elevations do not cross each other
except in case of an overhanging cliff.
d) All of the above statements are correct.
Ans: c
72. A series of closely spaced contour lines represents a
a) steep slope
b) gentle slope
c) uniform slope
d) plane surface
Ans: a
73. Direct method of contouring is
a) a quick method
b) adopted for large surveys only
c) most accurate method
d) suitable for hilly terrains
Ans: c
74. In direct method of contouring, the process of locating or
identifying points lying on a contour is called
a) ranging
b) centring
c) horizontal control
d) vertical control
Ans: d
75. In the crosssection
method of indirect contouring, the
spacing of crosssections
depends upon
i) contour interval
ii) scale of plan
iii) characteristics of ground
The correct answer is
a) only (i)
b) (i)and(ii)
c) (ii) and (iii)
d) (i), (ii) and (iii)
Ans: d
76. Which of the following methods of contouring
is most
suitable for a hilly terrain ?
a) direct method
b) square method
c) crosssections
method
d) tacheometric method
Ans: d
77. Select the correct statement.
a) Contour interval on any map is kept constant.
b) Direct method of contouring is cheap¬er than indirect
method.
c) Intervisibility
of points on a contour map cannot be
ascertained.
d) Slope of a hill cannot be determined with the help of
contours.
Ans: a
78. Closed contours, with higher value inwards, represent a
a) depression
b) hillock
c) plain surface
d) none of the above
Ans: b
79. Contour interval is
a) the vertical distance between two consecutive
contours
b) the horizontal distance between two consecutive contours
c) the vertical distance between two points on same contour
d) the horizontal distance between two points on same contour
Ans: a
80. Benchmark is established by
a) hypsometry
b) barometric levelling
c) spirit levelling
d) trigonometrical levelling
Ans: c
81. The type of surveying which requires least office work is
a) tacheomefry
b) trigonometrical levelling
c) plane table surveying
d) theodolite surveying
Ans: c
82. Intersection method of detailed plotting is most suitable for
a) forests
b) urban areas
c) hilly areas
d) plains
Ans: c
83. Detailed plotting is generally done by
a) radiation
b) traversing
c) resection
d) all of the above
Ans: a
84. Three point problem can be solved by
a) Tracing paper method
b) Bessels method
c) Lehman’s method
d) all of the above
Ans: d
85. The size of a plane table is
a) 750 mm x 900 mm
b) 600 mm x 750 mm
c) 450 mm x 600 mm
d) 300 mm x 450 mm
Ans: b
86. The process of determining the locations of the instrument
station by drawing re sectors from the locations of the known
stations is called
a) radiation
b) intersection
c) resection
d) traversing
Ans: c
87. The instrument used for accurate centering in plane table
survey is
a) spirit level
b) alidade
c) plumbing fork
d) trough compass
Ans: c
88. Which of the following methods of plane table surveying is
used to locate the position of an inaccessible point ?
a) radiation
b) intersection
c) traversing
d) resection
Ans: b
89. The two point problem and three point problem are
methods of
a) resection
b) orientation
c) traversing
d) resection and orientation
Ans: d
90. The resection by two point problem as compared to three
point problem
a) gives more accurate problem
b) takes less time
c) requires more labour
d) none of the above
Ans: c
91. The methods used for locating the plane table stations are
i) radiation
ii) traversing
iii) intersection
iv) resection
The correct answer is
a) (i) and (ii)
b) (iii) and (iv)
c) (ii) and (iv)
d) (i) and (iii)
Ans: c
92. After fixing the plane table to the tripod, the main
operations which are needed at each plane table station are
i) levelling
ii) orientation
iii) centering
The correct sequence of these operations is
a) (i), (ii),.(iii)
b) (i), (iii), (ii)
c) (iii), (i), (ii)
d) (ii), (Hi), (i)
Ans: b
93. Bowditch rule is applied to
a) an open traverse for graphical adjustment
b) a closed traverse for adjustment of closing error
c) determine the effect of local attraction
d) none of the above
Ans: b
94. If in a closed traverse, the sum of the north latitudes is more
than the sum of the south latitudes and also the sum of west
departures is more than the sum of the east departures, the
bearing of the closing line is in the
a) NE quadrant
b) SE quadrant
c) NW quadrant
d) SW quadrant
Ans: b
95. If the reduced bearing of a line AB is N60°W and length is
100 m, then the latitude and departure respectively of the line
AB will be
a) +50 m, +86.6 m
b) +86.6 m, 50
m
c) +50m, 86.6
m
d) +70.7 m,50
m
Ans: b
96. The angle between the prolongation of the preceding line
and the forward line of a traverse is called
a) deflection angle
b) included angle
c) direct angle
d) none of the above
Ans: a
97. Transit rule of adjusting the consecutive coordinates of a
traverse is used where
a) linear and angular measurements of the traverse are of equal
accuracy
b) angular measurements are more accurate than linear
measurements
c) linear measurements are more accurate than angular
measurements
d) all of the above
Ans: b
98. Which of the following methods of theodolite traversing is
suitable for locating the details which are far away from transit
stations ?
a) measuring angle and distance from one transit station
b) measuring angles to the point from at least two stations
c) measuring angle at one station and distance from other
d) measuring distance from two points on traverse line
Ans: b
99. Subtense bar is an instrument used for
a) levelling
b) measurement of horizontal distances in plane areas
c) measurement of horizontal distances in undulated areas
d) measurement of angles
Ans: c
100. Horizontal distances obtained by thermometric
observations
a) require slope correction
b) require tension correction
c) require slope and tension corrections
d) do not require slope and tension corrections
Ans: d
101. The number of horizontal cross wires in a stadia diaphragm
is
a) one
b) two
c) three
d) four
Ans: c
102. If the intercept on a vertical staff is observed
as 0.75 m
from a tacheometer, the horizontal distance between
tacheometer and staff station is
a) 7.5 m
b) 25 m
c) 50
d) 75 m
Ans: d
103. For a tacheometer the additive and multiplying
constants
are respectively
a) 0 and 100
b) 100 and 0
c) 0 and 0
d) 100 and 100
Ans: a
104. If the focal length of the object glass is 25 cm and the
distance from object glass to the trunnion axis is 15 cm, the
additive constant is
a) 0.1
b) 0.4
c) 0.6
d) 1.33
Ans: b
105. Overturning of vehicles on a curve can be avoided by using
a) compound curve
b) vertical curve
c) reverse curve
d) transition curve
Ans: d
106. Different grades are joined together by a
a) compound curve
b) transition curve
c) reverse curve
d) vertical curve
Ans: d
MCQ's in Basic Civil Engineering-2 MCQ's in Basic Civil Engineering-2 Reviewed by Sikha on December 04, 2016 Rating: 5

Basic civil Engineering Objective questions-1

December 04, 2016

here I am providing a set of objective questions in Basic Civil Engineering, which may be useful for the exam,' Lecturer in polytechnics- Electrical'

Civil Engineering Objective type questions
1.The performance of a specific task in CPM is known as
a) dummy b) event
c) activity d)constant
2. The final technical authority of a project is
a) Assistant Engineer b) Executive Engineer
c) Superintending Engineer d) Chief Engineer
3. Time and progress chart of a construction is also known as
a) Bar chart b) Gantt chart
c) Modified milestone chart d)any of the above
4. An invar tape is made of an alloy of
a) Copper and steel b) Brass and nickel
c) Brass and steel d)Nickel and steel
5. The drop manholes are generally provided in sewers for
a) industrial areas b) large townships
c) hilly townships d)cities in plains
6. The first stage of natural process of sludge digestion is
a) acid fermentation b) acid regression
c) alkaline fermentation d)none of these
7. Trickling filters are used to remove
a) suspended solids b) colloidal solids
c) organic matter d)pathogenic bacteria
8. The danger for workers descending into a deep sewer is due to
a) deficiency of oxygen b) toxic gases
c) inflammable gases d)any of these
9. What is the detention time for the domestic septic tank?
a) 12 hours b) 24 hours
c) 28 hours d)2 hours
10. Oxygen sag curve relates to
a) aeration b) deoxygenation
c) reparation and deoxygenation d)none of these
11. The detention period for plain sedimentation tank is usually
a) 4 to 8 hours b) 8 to 12 hours
c) 16 to 24 hours d)24 to 36 hours
12. Maximum permissible colour for domestic supplies based on cobalt scale is
a) 5 ppm b) 20 ppm
c) 10 ppm d)25 ppm
13. One degree of hardness of water means a content of salts of
a) 10.25 mg/litre b) 12.25 mg/litre
c) 14.25 mg/litre d)16.25 mg/ litre
14. The fluoride limitation for drinking water is
a) 1.50 mg/litre b) 15.0 mg/litre
c) 20.0 mg/litre d)16.25 mg/ litre
15. Rate of filtration in slow sand filter is
a) 100 lit/m2/hour b) 100 lit/m2/minute
c) 100 lit/m2/day d)5000 lit/m2/hour
16. Low turbidity of water is detected by
a) turbidity tube b) Jackson turbidimeter
c) baylis turbidimeter d)hellipe turbidimeter
17. Iron and manganese can be removed from water by
a) aeration of water b) dechlorination of water
c) boiling of water d)filteration of water
18. What is the pH value for neutral water?
a) 1 b) 7
c) 10 d)14
19. The normal average annual rainfall over the whole of India is estimated as
a) 88 cm b) 119cm
c) 217 cm d)290 cm
20. Chose the non-rigid dam in the following:
a) coffer dam b) rockfill dam
c) arch dam d)buttress dam
21. The most efficient channel section is
a) semicircular b) rectangular
c) triangular d)half hexagon in the form of trapezoid
22. An earthen embankment built on each side of a river, some distance away from
its banks, to control flood is called
a) dyke b) earthen dam
c) Groyne d)spur
23. The best instrument for measuring the velocity of a stream flow is
a) pitot tube b) price’s current meter
c) surface float d)subsurface float
24. Mat is a shallow foundation supporting
a) only one column b) number of columns in one row
c) number of columns in more than one row d)piles
25. The maximum differential settlement in case of foundation on clayey soils is
restricted to
a) 10 mm b) 20 mm
c) 30 mm d)40 mm
26. Sheet pile walls are used as
a) uplift preventing devices b) retaining walls for water front construction
c) load bearing foundations d)seepage preventing devices
27. The weight per unit volume of a sample of soil mass is called
a) dry density b) specific gravity
c) bulk density d)unsaturated density
28. Permeability of granular soil varies
a) inversely as grain size b) as grain size
c) as square of grain size d)inversely as square of grain size
29. Failure of the stability of slopes generally occurs along
a) a vertical surface b) a horizontal surface
c) a curved surface d)all the surfaces
30. The angle of internal friction of round-grained dense sand is about
a) 5o to 25o b) 25o to 30o
c) 30o to 35o d) 32o to 37o
31. Two steel parts at right angles are weided with fillet weld of 10 mm size. The
throat thickness of the fillet weld should be
a) 7mm b) 10mm
c) 12mm d)5mm
32. The effective height of bearing stiffeners is
a) more than d b) less than d
c) 0.7 d d)2d
33. The minimum thickness of plates in a steel stack should be
a) 3mm b) 5mm
c) 6mm d)9mm
34. As per IS-800-1974, the maximum longitudinal pitch allowed in bolted joints of
tension members is about
a) 12 times thickness of plate b) 12 times diameter of the bolt
c) 16 times thickness of plate d)16 times diameter of the bolt
35. In a prestressed member, it is advisable to use
a) low strength concrete only b) high strength concrete only
c) low strength concrete but high tensile strength d)high strength concrete and
high tensile strength
36. Partial safety factors used for steel and concrete in limit state design are
a) 1.5 and 1.5 b) 1.0 and 1.5
c) 1.15 and 1.5 d)1.0 and 1.0
37. A retaining wall retaining a surcharge, if overall height of the wall is H, then the
width of the base slab would be
a) 0.70 H b) 0.55 H
c) 0.50 H d)0.40 H
38. The ratio of maximum shear stress to average shear stress of a circular beam is
a) 2/3 b) 3/2
c) 3/4 d)4/3
39. The thickness of the flange of a tee beam of a ribbed slab is generally assumed
as
a) depth of the rib b) width of the rib
c) thickness of the concrete topping d)half the thickness of the rib
40. Design of R.C.C cantilever beams is based on the resultant force at
a) fixed end b) free end
c) mid-span d)mid-span and fixed support
41. Diameter of main bars in R.C.C columns shall not be less than
a) 6mm b) 8mm
c) 10mm d)12mm
42. What is the modulus of elasticity of concrete mix M 25?
a) 2500 N/mm2 b) 5700 N/mm2
c) 15,000 N/mm2 d)28,500 n/mm2
43. For concreting of heavily reinforced sections, that too without vibration, the
compaction factor for concrete should be
a) 0.75 – 0.80 b) 0.80 – 0.85
c) 0.85 – 0.92 d)above 0.92
44. If the thickness is small in comparison with length and width, such structural
members are called as
a) one dimensional b) two dimensional
c) three dimensional d)none of these
45. Number of unknown internal forces in each member of a rigid jointed plane
frame is
a) 1 b) 2
c) 3 d)6
46. In case of eccentricity loaded struts, the section preferred is
a) solid b) hollow
c) tapering d)composite
47. Points of contraflexure are the points where
a) beam is supported b) bending moment is zero
c) shear force is zero d)bending moment changes sign
48. Geologically marble is known as
a) sedimentary rock b) igneous rock
c) metamorphic rock d)stratified rock
49. For 1 m3 of brick masonry, number of bricks is
a) 400 b) 450
c) 500 d)550
50. The standard size of brick as per IS standard is
a) 20 X 10 X 10 cm b) 23 X 12 X 8 cm
c) 19 X 9 X 9 cm d)18 X 9 X 9 cm
51.The units of flexural stiffness are
(a) Radians per unit rotation
(b) Moment per unit rotation
(c) Force per unit deflection and rotation
(d) Extension per unit force
52. The torsional stiffness of a member can be defined as
(a) Torque for unit moment
(b) Torque for unit twist
(c) Moment for unit twist
(d) Torsion for unit twist
53.The stiffness method in structural analysis is known as
(a) Unit load method
(b) Consistent deformation method
(c) Force method
(d) Displacement method
54. The flexibility of an element can be defined as
(a) Flexural moment per unit rotation
(b) Rotation for unit moment
(c) Flexibility for unit translation
(d) none
55. The flexibility method in structural analysis starts with
(a) Compatible deformations
(b) Equilibrium of forces
(c) Force deformation relation
(d) Displacement of joints
56. Number of compatibility conditions needed in the analysis of statically determinate structure
are
(a) 0 (b) 2 (c) 3 (d) 6
57. Compatibility conditions are primarily governed by
(a) Strains (b) Stresses (c) Temperature (d) Forces
58. Shape factor for circular section is
(a) 1 (b) 1.5 (c) 2 (d)2.5
59. Space trusses fall under approximation
(a) continuum (b) Framed (c) Discrete (d) Disjointed
60.The carryover factor in a prismatic member whose far end is hinged is
(a) 0 (b) ½ (c) ¾ (d) 1
61.The moment distribution in structural analysis is treated as
(a) a displacement method
(b) a force method
(c) a flexibility method
(d) none of these
62. Plastic analysis of the structures is used in
(a) Working stress design
(b) Ulitimate strength design
(c) Limit state design
(d) none of these
63. The bending moment about the hinge support must be
(a) less than zero (b) equal to zero
(c) greater than zero (c) Approximately zero
64.Minimum number of equilibrium equations required for a plane frames analysis of structure is
(a) 2 (b) 3 (c)5 (d)6
65. Minimum number of equilibrium equations required for a space frames analysis of structure
is
(a) 3 (b)6 (c)8 (d) 9
66.The measurement of all the work and supplies are recorded in the
(a) Schedule of the rate (b)M-book
(c)Road metal rate book (d) None of these
67. Earnest money deposit is generally
(a) 3% (b)5% (c)2% (d) 6%
68.Detailed measurements are certified by
(a)Asistant Engineer (b)Junior Engineer
(c)S.D.O (d) None of them
69. Unit of Modulus of section
(a) Kg-m3 (b)m3 (c)m4 (d)m2
70. Soil which contains finest grain particles
(a) coarse sand (b)Fine sand (c)silt (d) clay
71.The equation τ = C + σ tan Φ is given by
(a) Rankine (b)Coulomb (c)Culmann (d) Mohr
72. When the water table is close to the ground surface , the bearing capacity of a soil is reduced
to
(a) 1/4 (b)1/2 (c)1/3 (d) ¼
73. Pile foundation is provided to
(a) Carry loads (b)Resist horizontal and uplift force
(c)Compact a loose cohesion less deposit (d) all of these
74. The efficiency of the pile group depends on
(a) soil type (b)method of pile installation (c)pile spacing (d) all of these
75. Garbage is a
(a) Dry waste (b)Semi liquid waste (c)liquid waste (d) None of these
76.Biological action is used in
(a) Screens (b)Sedimentation tanks
(c)Activated sludge treatment (d) all of these
77. The sewage is treated by aerobic action in
(a) settling tank (b)Trickling filter
(c)oxidation pond (d) all of these
78.The settling velocity , in a sewage settling tank increases due to
(a) increases in specific gravity of the solid particles
(b)decreases in the size of solid particles
(c)decrease in temperature of sewage
(d) none of these
79.The solidification of molten magma within the earth crust results in the formation of
(a) Sedimentary rocks (b)Metamorphic rocks
(c) Basalt and traps (d) Granite
80. Which constituent of the cement up on addition of water , sets and hardens first?
(a) Tricalcium silicate (b)Tricalcium aluminate
(c)Di calcium silicate (d) Free lime
81.Efflorescence in cement is caused due to an excess of
(a) alumina (b)iron oxide (c)silica (d) alkalies
82.A good brick when immersed in water bath for hours , should not observe more than
(a)20% of its saturated weight
(b)30% of its dry weight
(c)10% of its saturated weight
(d)15% of its dry weight
83. Plaster of paris can be obtained from the calcinations
(a) lime stone (b) gypsum (c)dolomite (d) bauxite
84.Refractory bricks are specially manufactured to
(a) withstand high temperature (b) with stand high crushing pressure
(c) Have high insulation against sound (d) none of these
85.If the center of the arch lies on the springing line , it is
(a) segmental arch (b) semi-circular arch (c) Bull’s eye arch (d) horse shoe arch
86.As the cement sets and hardens it generates heat which is called
(a) latent heat (b) sensible heat (c) heat of humidity (d) heat of hydration
87.The steel mould for slump test is in the form of a
(a) cube (b) cylinder (c) frustum of a cone (d) none of these
88. The minimum percentage of ingredients in cement is that of
(a) lime (b)aluminum (c) silica (d) magnesium oxide
89.The test conducted by Vicat’s apparatus is for
(a) fineness (b) compression (c) tensile (d) consistency
90. Le chatlier apparatus is used to perform
(a) fineness (b) soundness (c) consistency (d) compressive
91. Minimum pitch value is equal to
(a) 2.5 times the diameter of rivet hole (b) 3.0 times the diameter of rivet hole
(c) 2.0 times the diameter of rivet hole (d) 3.5 times the diameter of rivet hole
92. The slenderness ratio of masonry walls is limited to
(a) 50 (b)40 (c) 20 (d) 10
93. Fully prestressed concrete beam means
(a) no tension is permitted (b) no cracking is permitted
(c) working loads are completely resisted by prestressing force (d) none of these
94. In a moment resisting connection, the moment carrying capacity is provided by
(a) tension in rivets (b) compression in rivets
(c) shear in rivets (d) bearing strength in rivets
95. The amount of precipitation is measured by
(a) rain gauge (b) osmoscope (c) turbidimeter (d) all of these
96. The water shed channel is also called
(a) side slope channel (b)contour channel
(c) ridge channel (d) all of these
97. Gauge is slightly widened on
(a) points (b)Diamond crossing (c) curves (d) Tracks for train
98.A track is elastic mainly because of
(a) rails (b)sleepers (c) ballast (d) formation
99.The best type of ballast is
(a) Granite (b)Sand stone (c) limestone (d) Quartzite
100. The minimum water-cement ratio for obtain workable concrete is
(a) 0.60 (b)0.55 (c) 0.50 (d) 0.40
Answer Key
1. C 39. B 77. C
2. D 40. B 78. A
3. D 41. D 79. D
4. D 42. A 80. B
5. C 43. D 81. D
6. A 44. B 82. A
7. B 45. C 83. B
8. C 46. B 84. A
9. B 47. D 85. B
10.C 48. C 86. D
11.A 49. C 87. C
12.B 50. C 88. B
13.C 51. B 89. D
14.A 52. B 90. A
15.A 53. D 91.A
16.C 54. B 92.C
17.A 55. B 93. C
18.B 56. A 94. D
19.B 57. A 95. A
20.B 58. B 96. C
21.D 59. C 97. C
22.A 60. B 98. C
23.A 61. A 99. A
24.C 62. B 100. D
25. B 63. B
26. B 64. B
27. A 65. A
28.C 66. B
29.C 67. C
30.C 68. A
31.A 69. B
32.C 70. D
33.A 71. B
34.C 72. B
35.D 73. D
36.C 74. D
37.A 75. A
38.D 76. C


Basic civil Engineering Objective questions-1 Basic civil Engineering Objective questions-1 Reviewed by Sikha on December 04, 2016 Rating: 5

Syllabus for LDC 2016

December 04, 2016




Kerala PSC LDC Examination Syllabus

Kerala Public Service Commission biggest examination Lower Division Clerk will be conducting soon. You can start your study for the examination with the following syllbus.

1. Mathematics and Mental Ability

Number of Questions from This Part is about 20

Numbers-Test of Divisibility- H.C.F& L.C.M- Simplification - Ratio & ProportionsPercentage-Interest-Time& Work- Time& Distance- Area- Volume- Calendar – Clocks – Trains - Problems on Age - Etc Calculation & Logic -Coding & Decoding- Classification-Synonym-Antonym- Letter & Number Series- Odd Man Out-Analogy- Common Sense Test-
Alphabetical Arrangement of Words- Date and Calendar- Sense of Direction-Etc.

2. General Science

Number of Questions from This Part is about 10

Common Scientific Facts- Important Scientific Phenomena- Other basic facts in the field of Science.- Etc

3.Facts about India

Number of Questions from This Part is about 5

Geography of India- Physical Features- Climate-Soils- Rivers- Famous SitesEtc Demography- Economic and Social Development-Poverty Alleviation-Economy and Planning-Etc History of India- Period from 1857 to 1947- National Movement- Etc.

4.Facts about Kerala

Number of Questions from This Part is about 10

Geographical Facts- Physical Features- Climate- Soils- Rivers- Famous Sites – Etc

Renaissance of Kerala

Important Events/ Movements/Leaders Brahmananda Swami Sivayogi, Chattampi Swami,Sree Narayana Guru, Vagbhatananda, Thycaud Ayya, Ayya Vaikundar, Poikayil Yohannan (Kumara Guru), Ayyankali, Pandit Karuppan, Mannathu Padmanabhan, V.T.Bhattathirippad, Dr. Palpu,
Kumaranasan, Vakkom Moulavi, Blessed Kuriakose Elias Chavara, Etc

5. Indian Constitution and Politics Includes

Number of Questions from This Part is about 10

Important incidents and leaders in politics , ChiefMinisters, Prime Ministers Basic Facts-Features-Citizenship- Fundamental Rights & Duties-Directive PrincipleUnion Government- Legislature-State Executive - Union Territories- ApexImportant Amendments- Etc.Rights- Right to Education- Human Rights- Human Rights Commission- Right to Information-Information Commission- Social Audit- Lokayukta-Ombudsman- Women Empowerment- Women’s
Commission- Legislation against Child Labour and Atrocities against womenand Scheduled Castes and Scheduled Tribes- Etc. etc..

6. Social Welfare Schemes

Number of Questions from This Part is about 5

Andyodaya Anna Yojana, Balika SamridhiYojana, Bharat  Nirman, Indira Awaas Yojana, Integrated Child DevelopmentScheme, Jawahar Rozgar Yojana, Kudumbasree, Mahila Samridhi Yojana, National Food for Work Programme, NRDP, NREGP, Prime Minister's Rozgar Yojana, Rural Development Pradhan Mantri Adharsh Gram Yojana, Samagra Awaas Yojana, Sampoorna Grameen Rozgar Yojana, Valmiki Ambedkar AwaasYojana, Rural Landless Employment Guarantee Programme etc;

7. Information Technology and Cyber Laws

Number of Questions from This Part is about 10
Fundamentals of Computers- Internet Etc - Cyber Laws

8. English Grammar

Number of Questions from This Part is about 10

Grammar- Agreement of Subject and Verb- Confusing Adjectives andAdverbsComparison of Adjectives- Correct usage of Articles- Prepositions- Direct and Indirect Speech- Active and Passive Voice- Correction in Sentences-Etc Vocabulary- Gender- Singular and Plural- Synonyms- Antonyms- One wordSubstitutesProblem concerning words- Idioms and their meanings-Etc

9. Malayalam grammar






10. Current Affairs

Number of Questions from This Part is about 10
Important World, National and Regional Events related to the Political and Scientific fields, Sports, Cinema and Literature etc
Syllabus for LDC 2016 Syllabus for LDC 2016 Reviewed by Sikha on December 04, 2016 Rating: 5

LDC (lower Division Clerk) 2016_notification out

December 04, 2016
Kerala psc has announced the most awaited notification.
LDC ,will be called as 'clerk',as per the changes.But the qualification is same..The ca didates should have passed SSLC.


Gazette Date: 25/11/2016
Last Date: 28/12/2016
Category No: 414/2016
NOTIFICATION
PART I (DIRECT RECRUITMENT)
Applications are invited through 'ONE TIME REGISTRATION' facility from
qualified candidates for selection to the under mentioned post in Kerala Government Service.
Candidates who have already registered can apply through their profile.
1. Department : Various
2. Name of Post : Lower Division Clerk
(Re-designated as Clerk as per G.O (Ms.) No. 120/2013/(138)/Fin.
dated 04.03.2013)
Note:- (1) This will include the integrated post of Lower Division Clerk/ Village Assistant
in the Revenue Department.
(2) Vacancies of Lower Division Clerk in Kerala Municipal Common Service will
also be filled up from the Ranked List prepared for each district in pursuance
of this notification without obtaining willingness from the candidates.
(For Direct Recruitment only).
3. Scale of pay : Rs. 19000-43600/-
4. No. of vacancies : anticipated .
 District wise
1. Thiruvananthapuram
2. Kollam
3. Pathanamthitta
4. Alappuzha
5. Kottayam
6. Idukki
7. Ernakulam Not Estimated
8. Thrissur
9. Palakkad
10. Malappuram
11. Kozhikode
12. Wayanad
13. Kannur
14. Kasaragod
Note:-
(1) The list of selected candidates published by the Commission in pursuance of this
notification shall remain in force for a minimum period of one year provided that the said
list shall continue to be in force till the publication of a new list after the expiry of the
minimum period of one year or till the expiry of three years whichever is earlier.
Candidates shall be advised for recruitment from the list prepared in pursuance of this
notification against the vacancies reported to the District Officers of the Commission
during the period of currency of the said lists. In case no candidate is advised from the list
till the expiry of the period of 3 years, the duration of the list shall be extended for a
further period of one year or till at least one candidate is advised from the list whichever
is earlier.
(2) 3% of the vacancies reported to the Commission for the above post shall be reserved for
appointment of Physically disabled persons, limited to the categories of Low Vision ,
Hearing Impairment and Locomotor Disability/Cerebral Palsy as per G.O (P) 1/13/SJD
dated 03.01.2013. A separate list of such candidates shall be prepared along with the
Ranked List (Physically disabled candidates must enter the details in the Declaration Link
and Weightage Details Link of their profile). They shall be advised against Sl.No. 33, 66,
99 in a cycle of 100 fresh vacancies as per rules. Physically disabled candidates included
in the Main list/Supplementary lists for reservation communities shall also be included in
the list prepared exclusively for them on the basis of merit. If candidates in the list (Main
list/Supplementary list/List for PH) is advised from any one of the above list on
Open/Reservation/PH quota, the name of the candidate shall be deleted from the other
list(s). Relaxation in age and award of Grace marks will be given to the Physically
disabled candidates as stipulated in the existing Acts & Rules.
(3) Candidates who are eligible to apply for both Direct Recruitment and Recruitment By
Transfer need not select the same district for both categories. But they should submit
separate applications for each category even if they selected the same district. Candidates
who are already included in the Ranked list for By Transfer Recruitment in any one
district are not eligible to apply for By Transfer recruitment. Candidates who are
included in both lists under this notification and advised from anyone of the lists shall be
deleted from the other list as per Rule 18 (iii) of the KPSC Rules of Procedure.
(4) Candidates advised as Lower Division Clerk/Village Assistant in the Revenue
Department from the Ranked List to be prepared in pursuance of this notification will be
sent by the Department for Survey Training if they have not already passed Chain Survey
Test.
(5) Selection to this post will be made on the basis of a Competitive Test of the SSLC
Standard.
(6) Candidates willing to be posted as Lower Division Clerk in Kerala State Archives
Department must submit willingness. Such candidates are eligible for appointment in
other departments also, as and when their turn for recruitment arises. If a person is once
advised for appointment in the State Archives Department, he will not be further
considered for appointment in any other Department on the basis of that select list.
Persons appointed as Lower Division Clerk in State Archives Department have to
undergo during the period of probation, an Inservice Training in “Old Scripts” as may be
prescribed by the Government.
(7) The selection test will be conducted at different centers in each district (The name of the
Examination Centres will be published later). The candidates should appear for the
examination wherever they are admitted. As the selection is District wise, candidates will
be allowed to appear for the test only in the examination centres for the District, which
they have opted in the relevant column of the application. Candidates should be present at
the examination centre on or before 1.30 pm on the date of examination. Candidates who
failed to do so will not be permitted to attend the examination.
(8) The selection in pursuance of this notification will be made on district wise basis, subject
to the special conditions laid down in G.O. (Ms) No.154/71/PD dated 27.05.1971. A
candidate advised for appointment in one district from the Ranked List prepared for that
District is not eligible for transfer to another District for a period of 5 years from the date
of commencement of regular service in the former district. Even if transfer is allowed
after 5 years, it will be subject to the rules in G.O. (P) No.36/91/P&ARD dated
02.12.1991 for inter district transfers in same Department and G.O. (P)
No.5/2013/P&ARD dated 06.02.2013 for inter departmental transfers. But as per G.O. (P)
12/96/P & ARD dated 16.03.1996, the condition of 5 years service is not applicable for
the transfer to the Districts of Idukki, Wayanad and Kasaragod. This concession will be
available only for getting transfer in to these districts, but not for getting transfer out of
these districts and this concession will be granted only once in the career of a
Government Servant. Candidates already in Government Service holding the post in any
one district are prohibited from applying for the same post in another District.
(9) For appointment in the Head Quarters vacancies no separate option is necessary. They
will be considered for appointment in the head quarters vacancies also without such
option. Vacancies arising in the Head quarters will be filled up according to the terms and
conditions of G.O.(Ms) No 154/71/PD dated 27.05.1971, commencing from
Thiruvananthapuram District.
5. Method of appointment : Direct Recruitment.
6. Qualification : Pass in SSLC Examination or any other equivalent qualification.
(KS & SSR Part II Rule 10(a)(ii) is applicable)
7. Age limit : 18-36, Only candidates born between 02.01.1980 and 01.01.1998 (both dates
included) are eligible to apply for the post with usual relaxation to
Scheduled Caste/ Scheduled Tribe and Other Backward communities.
(For concessions allowed in upper age limit, please see para (2) of the General Conditions
under Part II of this Notification.)
Note :- Typists in the Various Departments including Secretariat and Office of the Kerala
Public Service Commission possessing SSLC qualification are eligible to apply in response to
this notification in case they possess not less than 4 (four) years regular service on the date of
application. The maximum age limit for such persons will be 40 (forty) years (born on or after
02.01.1976) with usual relaxation of three years in case of OBC and 5 years in case of SC/ST
candidates. The candidates in this category are not entitled to the benefit of reservation. Such
applicants should obtain a service Certificate from the Head of the Department or Office showing
their length of service and service to which they belong and produce the same as and when
required by the Commission.
8. Last date for receipt of applications:-28/12/2016 Wednesday upto 12.00 Midnight.
9. Mode of Submitting Application:-
Candidates shall register as per 'ONE TIME REGISTRATION ' system on the Official
Website of Kerala Public Service Commission 'www.keralapsc.gov.in' for applying for the post.
Candidates who have registered shall apply by logging in to their profile using their User- ID and
password. Candidates shall click on the 'Apply Now' button of the respective posts in the
Notification link for applying for a post. No application fee is required. Candidates can view and
have a print-out of the details in the profile by clicking the link Registration Card, if required.
Candidates are responsible for the correctness of the personal information and secrecy of
password. Before applying for a post, candidates must ensure correctness of the information in
their profile. They must quote the User- ID for further communication with the Commission.
Applications once submitted will be received as provisional and particulars shall not be deleted or
altered after submission. Applications submitted not in accordance with the conditions of the
notification will be summarily rejected. Documents to prove qualification, community, age etc.
have to be produced as and when called for .
10. Address to which applications are to be sent :- www.keralapsc.gov.in
11. “If a written test / OMR / Online Test is conducted as a part of this selection, Admission
Ticket for eligible candidates will be made available in their profile for One Time registration and
the date of downloading will be included in the Examination Calendar. Candidates can download
Admission Ticket for 15 days from this date. Candidates who have downloaded the Admission
Ticket will alone be permitted to attend the examination”.
[For details, including Photo, ID Card etc. please see the General Conditions given in Part
II of this notification]

SECRETARY
KERALA PUBLIC SERVICE COMMISSION
LDC (lower Division Clerk) 2016_notification out  LDC (lower Division Clerk) 2016_notification out Reviewed by Sikha on December 04, 2016 Rating: 5

Syllabus for Lecturer in polytechnics -EEE

November 04, 2016

Technical Mathematics
I. Matrices – Identification of Matrices, matrix operations, adjoint and inverse.
II. Determinants – Evaluation of second and third order, minors and cofactors,
solutions of simultaneous linear equation in three unknown using Cramer’s
rule.
III. Binomial Series – Expansions using Binomial theorem.
IV. Trigonometric functions – Signs of functions in each quadrant. Trigonometric
values of angles, properties of trigonometric functions, applications of the
identities sin (A ± B), cos (A ± B) and tan (A ± B).
V. Coordinate geometry – Equations to a straight line – slope-intercept form,
intercept form, Angle between two lines, condition for two lines to be
perpendicular, parallel.
VI. Differentiation – Limits and continuity, derivatives of functions, equation to
tangents and normals. Maxima and minima of functions of one variable.
VII. Integration of functions – Integration of different types of functions.
VIII. Applications of integration – Area bounded by a curve and X or Y axis,
solutions of differential equations using the method of variable separable,
solutions of linear differential equations of first order.

Basic Civil Engineering

Materials: Brick – varieties and strength, characteristics of good brick. Cement –
varieties and grade of cement and its uses. Steel – types of steel for reinforcement
bars, steel structural sections. Aggregates – types & requirements of good aggregates.
Concrete – grades of concrete as per IS code, water cement ratio. Workability,
mixing, batching, compaction and curing.
Construction: Parts of building – foundation – types of foundations – spread
footing, isolated footing, combined footing, Raft, pile and well foundations. Masonry
– types rubble masonry, brick masonry, English bond and Flemish bond. (One brick
wall).
Surveying: Chain surveying – principles, instruments, ranging, and chaining survey
lines, field work and field book, selection of survey stations, units of land area.
Levelling: Levelling instruments, different types, bench mark, reduced level of
points, booking of field notes, reduction of levels by height of collimation method
(simple problem). Modern survey – instruments – Total station, Electronics
theodolite, Distomat.

Basic Mechanical Engineering

The importance of IC Engines: Definition, classification – two stroke engines,
four stroke engines, working of two stroke engines and four stroke engines with the
help of line sketches, comparison between two stroke and four stroke engines,
comparison between petrol and diesel engines, function of fly wheel, clutch, gearbox,
propeller shaft and differential in power transmission, explain with sketch the working
of differential, briefly explain power transmission of 4 wheel vehicle with line
diagram.
The importance of Power Plants: Introduction, classification of power plants –
working of hydroelectric power plant with schematic sketches – working of thermal
(Steam and Diesel) power plant with schematic sketches – working of nuclear power
plant with schematic sketches.

Basic Electrical Engineering

Review with discussion of electric current, potential difference, power, EMF,
resistance and its laws, Ohms law and series parallel circuit, electromagnetism,
generation of AC and DC supply.
Idea of Basic electrical circuit: Electrical supply and load and its functioning,
division of voltage and current in a parallel and series circuit – simple problems, units
of power and energy, solution of DC circuit with calculation of energy consumption
in an installation.
Circuit parameters: Resistance, Capacitance and inductance. AC circuit with R, L,
C. Simple solution of typical AC circuit with resistance, impedance, power and power
factor.
Electrical circuit of an installation: Earthing, lightning protection.

Essentials of Electronics Engineering

Active and passive devices – review only. LED – working, applications, comparison
of LED lighting and CFL lighting. Full wave rectifier – diagram and explanation, 5 V
power supply – with bridge rectifier and 7805. SMPS – block diagram and
advantages. Integrated circuits. SMDs – advantages. Static electricity – precautions in
handling electronic circuits.
Switches: ON / OFF, push to ON, push to OFF, push to ON / OFF, SPST, SPDT,
DPDT. Working and application of limit switches, proximity switches, relays.
Microcontrollers: Simple block diagram of 8 bit microcontrollers – application.
Mobile technology: CDMA and GSM. Compare – 2G and 3G technologies.
Inverter & UPS: Block diagram. Compare – inverter and UPS. Online and off line
UPS – differentiate. Battery selection for UPS and inverter.
E-waste: Health hazards of e-waste.

ELECTRICAL AND ELECTRONICS ENGINEERING

Module I : Electronic Circuits and Field Theory

Node and Mesh analysis, transient response of dc and ac networks, sinusoidal steady
state analysis, resonance, two port network, independent and dependent voltage and
current sources, coupled circuits, tuned coupled circuits, Network theorems –
superposition, reciprocity, substitution, compensation, Thevenin, Norton, Millman,
Telligen and Maximum power transfer theorems. Analysis of Three phase circuits,
symmetrical components, graph theory – analysis of network using cut-set and tri-set.
Filters constant – K low pass, high pass and band-pass filters – m derived, low pass,
high pass and band pass filters.
Gauss’s law and applications, electric field, electric potential, electric field lines,
electric dipoles, potential gradient, conductors, dielectrics, capacitance, polarisation,
method of images, dielectric strength, Biot-Savart’s law, Ampere’s circuital law,
Stoke’s theorem, scalar and vector magnetic potential, force between current carrying
wires, Maxwell’s equation – wave equation – Poynting theorem.

Module II : Electrical Machines

Single phase Transformer – leakage reactance, equivalent circuit, losses and
efficiency, voltage regulation, OC, SC and Sumpner’s tests, Distribution transformer,
all day efficiency, autotransformer – saving of copper three phase transformer –
connections, vector groupings, parallel operation.
DC machines – Types of excitation, constructional features.
DC generator – Emf equation, armature reaction & commutation, characteristics,
voltage build up, applications.
DC motor – Torque equation, characteristics of shunt, series & compound motors,
necessity & types of starters, speed control, applications, Swinburne’s test,
Hopkinson’s test.
Synchronous machines: - constructional features, winding factor.
Alternator: Types, synchronous reactance, voltage regulation, emf and mmf methods,
short circuit ratio, Two reaction theory, alternator on infinite bus, power angle
characteristics, parallel operation, effect of variation of power input & excitation.
Synchronous motor – principle of operation, methods of starting, hunting & its
reduction.
Three phase induction motor – constructional features, types, slip rotor frequency,
power flow, Torque – slip curve, effect of rotor resistance, starting methods, speed
control.
Single phase induction motor – double field revolving theory, starting methods.
Basic concepts of ac and dc drives.

Module III : Power Systems

Conventional and non-conventional systems of power generation, power plant
economics, load factor, demand factor, diversity factor, Transmission line parameters
– T and Π models GMD and GMR, ABCD constants, overload lines – arrangement of
conductors – sag, economic span, choice of transmission voltage, types of insulators, string
efficiency, distribution systems – types, comparison of DC and AC single phase and 3 phase
systems.
One line diagrams per unit quantities, formation of Y bus and Z Bus. Load flow studies –
Gauss – Seidal, Newton Raphson and Fast decoupled load flow methods.
Faults on power systems – LG, LL, LLG and 3 phase faults. Fault analysis using Z Bus.
Power system stability, steady state transient and dynamic stability, equal area criterion,
swing curve.
Protective relays: types and operation, protective zones, different protection schemes.
Circuit Breakers – types and operations, selection of circuit breakers, calculation of fault
KVA, protection against lightning and overvoltages.
Electric traction – speed – time curves - mechanics
Electric heating – Advantages, types and applications.
Principles of PMMC, moving iron, and electrodynamometer type instruments, error analysis,
measurement of voltage, current, power energy and power factor, induction type watt-hour
meter, DC bridges and AC bridges, magnetic measurements, Instrument transformers, digital
voltmeters and multimeters, digital measurements of frequency, phase angle, time interval.
Electronic energy meter, high voltage measurements, oscilloscopes, Data acquisition systems,
Transducers for temperature, flow and pressure.

Module IV : Control Systems

Open loop and closed loop system: Transfer function, force-voltage & force-current
analogy, block diagrams, signal flow graphs – Mason’s gain formula – characteristic
equation, time domain analysis – transient & steady state responses – time domain
specifications & steady state error.
Concept of stability – Routh’s stability criterion – Root locus – effect of addition of
poles and zeros.
Frequency domain analysis – Nyquist & Bode plots, gain margins and phase margin,
lag, lead and lag-lead compensators and their design using Bode plot.
State space analysis of system: State space models, state transition matrix, relationship
between state equations and transfer function, controllability and observability.
Nonlinear system: - characteristics, types of non-linearities, describing functions
analysis – concept, singular points – focus, centre, node and saddle points – limit
cycle.
Types of signals and systems, sampling process, sampling theorem, convolution of
discrete time signals, analysis of LTI systems using Z transforms. DFT and FFT,
Types of digital filters.

Module V : Electronics

BJT and FET amplifiers – biasing circuits, types of amplifiers, low frequency and
high frequency considerations. Oscillators and feedback amplifiers, operational
amplifier circuits and applications – simple active filters. VCO’s and timers. Voltage
regulators using linear IC’s, combinational and sequential logic circuits – flip flops,
counters, shift registers, TTL & CMOS logic families, memories – ROM, PROM,
EPROM & RAM.
Schmitt trigger, multivibrators, sample and hold circuits, A to D and D to A
converters, 8 bit and 16 bit microprocessor basics, architecture, programming and
interfacing.
Thyristors, triacs, GTO’s MOSFETS & IGBTS – principles of operation, triggering circuits, phase control
rectifiers, bridge converters – fully controlled and half controlled, Inverters and choppers.

NOTE: - It may be noted that apart from the topics detailed above, questions from other topics prescribed for the educational qualification of the post may also appear in the question paper. There is no undertaking that all the topics above may be covered in the question paper.
Syllabus for Lecturer in polytechnics -EEE Syllabus for Lecturer in polytechnics -EEE Reviewed by Sikha on November 04, 2016 Rating: 5

Lecturer in polytechnics- Electrical and Electronics Engineering

November 04, 2016


  Kerala PSC has announced Lecturer in polytechnics Exam to be on 9,December 2016. This is a great opportunity for the B.Tech (EEE) aspirants. Here is the features of this job opportunity.


  • Department : Technical Education
  • Name of Post :  Lecturer in Electrical & Electronics Engineering
                                                           (Govt. Polytechnics)
  • Scale of pay : `  15600-39100/- (AICTE Pay band with AGP 5400)
  • Number of vacancies :  29 (Twenty Nine)
  • Method of appointment: Direct Recruitment
  • Age Limit: 20 -39 as on 01.01.2016
  • Qualifications
First Class Bachelor’s Degree in the appropriate branch of Engineering/Technology from a
Recognized University after undergoing a regular course of study
Note : Basic qualification for the post in the order of preference
(i) B.Tech/BE Degree in Electrical Engineering
(ii) B.Tech/BE Degree in Electical and Electronics
  • Last date of receipt of Applications: 08.2016 Wednesday up to 12.00 midnight.
The attractions of this job are in plenty. This examination provides you an opportunity unlike other ordinary PSC examinations as no other PSC exam will help you to get AICTE faculty benefits. A stress free working environment with lesser working hours compared to other jobs, around 2 month’s paid vacation in a year.
You can check the official notification Here
The Syllabus of Lecturer in Poytechnics Electrical and Electronics Engineering, is
  1. Technical Mathematics
  2. Basic Civil Engineering
  3. Basic Mechanical Engineering
  4. Basic Electrical Engineering
  5. Essentials of Electronics
  6. Electrical and Electronics Engineering





the detailed syllabus can be downloaded from here.
Lecturer in polytechnics- Electrical and Electronics Engineering Lecturer in polytechnics- Electrical and Electronics Engineering Reviewed by Sikha on November 04, 2016 Rating: 5

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