Previous Exams

Draughtsman Grade II(SR for SC/ST),Survey and Land Records-2016

 

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1. One hectare equals:
Answer1
Answer2
Answer3
Answer4
2. Chain surveying is most suitable for:
Forest area
Hill area
Undulating area
Flat surface
3. If a measuring tape is too long as compared to standard length,the error will be:
Accidental error
Instrumental error
Personal error
Natural error
4. The boundary of water of a still lake represents:
Level surface
Horizontal surface
Contour line
Concave line
5. Which method in plane table surveying for locating previous station point?
Intersection
Radiation
Resection
Traversing
6. Multiplying constant for the taheometer is generally:
50
100
150
200
7. The ratio of the length of the object in the drawing to the actual length of the object is called:
Full scale
Least count
Diagonal scale
Representative fraction
8. A 500 sq.m area is represented by 500 sq.mm in a drawing.The scale of the drawing is:
1 mm=100m
1 mm=5m
1 mm=1m
1 mm=10m
9. Process of turning the telescope about the vertical axis in a horizontal plane is called:
Reversing
Transiting
Phiging
Swinging
10. The instrument used for measuring area on a contour map is:
Clinometer
Planimeter
Pantograph
Graphometer
11. In leveling a station point where
Levelling instrument is set up
Bench 1 lark is marked
Levelling staff is placed
All of these
12. The last reading of leveling is always a:
Fore sight
Back sight
Intermediate sight
Change point
13. Levelling across a river is done by:
Fly leveling
Cross leveling
Trignometrical leveling
Recriprocal leveling
14. The line of collimation should be parallel to:
Vertical axis
Bubble axis
Plumb axis
None of these
15. The height of instrument method is:
Less todious
More rapid
Less calculation
All of these
16. While traversing anticlockwise a closed traverse of ĎNísides,theoretical sum of included angles should be:
(2N-4)x90degree
(2N+4)x90degree
(2N+-4)x90degree
360degree
17. Angle of dip at pole is:
0 degree
30 degree
45 degree
90 degree
18. An offset more than 15m in length is called:
Oblique offset
Short offset
Long offset
Right angled offset
19. To calculate the area,the expression A=n/3[(F+L)+20+4E] Where 'F' is first ordinate,'L'is the last ordinate,'O'is odd of ordinates 'E' is even ordinates and 'h'is the common distance between the ordi
Average ordinate rule
Mid ordinate rule
Trapezoidal rule
Simpsonís rule
20. The correction for sag is always:
Positive
Negative
Zero
None of these
21. Metalic tapes are made of:
Stainless steel
Nickel
Steel and nickel
Yarn and wire
22. Example for a deep foundation:
Grillage foundation
Well foundation
Mat foundation
Step foundation
23. Mechanical advantage equal to:
W/P
P/W
P xW
P-W
24. The resultant of two forces'P' and 'Q' acting at angle'theta'is equal to
Answer1
Answer2
Answer3
Answer4
25. The ratio of stress to strain is:
Elasticity
Modulus of elasticity
Bulk modulus
Poissonís ratio
26. In conics the fixed point is called:
Vertex
Apex
Helix
Focus
27. A regular solid having six square faces is:
Hexogon
Octa hedron
Cube
Tetra hedran
28. The horizontal angle between the true meridian and line is called:
Magnetic bearing
Azimuth
Arbitrary bearing
Reduced bearing
29. The observed fore bearing of a line is 127degree18' then the back bearing is:
322degree18'
37degree42'
322degree42'
232degree18'
30. The true bearing of a line is 127degree and declination is 2degreeW.The magnetic bearing equals:
125degree
131degree
129degree
135degree
31. The sum of the interior angles of a regular pentagon is:
360degree
540degree
720degree
630degree
32. The bearing of a line AB is 152degree20' and the angle BAC is 124degree38'.The bearing of AC is:
96degree58'
96degree18'
276degree58'
127degree18'
33. The inclination of the compass needle with the horizontal is known as.
Declination
Dip
True bearing
Magnetic Declination
34. The angle between the reflecting surfaces of a prism square is:
45degree
60degree
75degree
90degree
35. The angle of depression in theodolite traverse is:
Positive angle
Negative angle
Both positive and negative angle
Above horizontal angle
36. The bench mark at A is '200'm and staff reading at A is '3.5'm and the staff reading at B is '2'm.The reduced level at B is:
203.5 m
202.0 m
201.5 m
202.5 m
37. Which method is particularly suitable when a contoured map of a hill required?
Radial method
Square method
Cross-section method
Tachemetric method
38. The most common Coagulant is:
Alum
Chlorine
Bleaching powder
All of these
39. The whole circle bearing of a line is 165degree.Its reduced bearing is:
N 75degreeE
N 75degreeW
S 15degreeE
S 15degreeW
40. To locate an electric post near the plane table station which of the following method is suitable:
Intersection
Radiation
Resection
Traverse
41. If distance between two points A and B is 1 km,then combined correction for curvature and refraction will be:
Answer1
Answer2
Answer3
Answer4
42. The process of establishing intermediate points between two end points which are not intervisible,with the help of a theodolite is called:
Lining in
Ranging
Balancing-in
Random line
43. The observation is taken on a change point is:
Fore sight
Back sight
Intermediate sight
Both fore sight and back sight
44. The isometric projection of a square is:
Rectangle
Rhombus
Parallelogram
Trapezoid
45. In a simply supported beam the point where the maximum bending moment occurs is at:
Support point
Mid point
The point where SF is zero
End point
46. Which of the following is used for checking vertically of masonry wall?
Spirit level
Water level
Trowel
Plumb bob
47. Departure co-ordinate related to:
North and South
East and West
South and West
South and East
48. Bureau of Indian standards has recommended the use of folding staff as:
2m
3m
4m
4.5m
49. The observation with level is:
Horizontal linear measurement
Vertical linear measurement
Angular measurement
Horizontal angular measurement
50. The box of the compass is made of:
Aluminium
Iron
Copper
Brass
51. A fixed point of known elevation is:
Bench Mark
Station pint
Change point
Intermediate point
52. Ring contours of higher values interval represents inside:
Ridge
Pond
Hill
Valley
53. The closing error of theodolite traverse where'L'is the latitude and 'D'is the departure:
Answer1
Answer2
Answer3
Answer4
54. The horizontal angle between true meridian and a survey line is:
Dip
Magnetic Declination
Magnetic bearing
Azimuth
55. The method used for calculating the earth work with more accuracy is:
Trapezoidal Rule
Mid-ordinate rule
Prismoidal rule
Average ordinate rule
56. The length of long chord is:
2Rcos (theta)/2
2 Rsin (theta)/2
R cos(theta)/2
R sin(theta)/2
57. An instrument which is used for measuring horizontal angle,vertical angle and direct distance accurately is:
Tacheometric survey
Theodolite survey
Box-sexiant
Total station
58. The value of deflection angle is:
0degree to 90degree
0degree to 180degree
0degree to 2700degree
0degree to 360degree
59. In telescope the ratio of the focal length of the object to that of an eye-piece is known as:
Magnification
Sensitivity
Definition
Brightness
60. For accurate measurement of distance which tape is better?
Metallic tape
PVC coated tape
Steel tape
Invar tape
61. The number of links in a 30 m metric chain is:
100 links
150 links
180 links
200 links
62. The process of turning the telescope about the vertical axis in horizontal plane is called:
Transiting
Reversing
Plugging
Swinging
63. During chaining a straight line,the leader of the party has 4 arrows in his hand while the follower has 6 arrows in his hand from the starting point is:
4 chains
6 chains
120 metre
180 metre
64. The permissible error in compass survey is:
15 minutes
15 seconds
30 seconds
1 degree
65. In first angle projection the object is placed:
Above HP and behind VP
Above HP and infront of VP
Below HP and behind VP
Below HP and Infront of VP
66. In Engineering drawing chain lines are used for:
Visible out lines
Dimension lines
Hidden lines
Centre lines
67. A well conditioned triangle has angles not less than and not more than respectively:
10degree and 90degree
20degree and 120degree
30degree and 120degree
90degree and 120degree
68. A scale representing either three units or only one unit and its fractions upto second place of decimal points is:
Diagonal scale
Plane scale
Vernier scale
Comparative scale
69. Important points selected at the ends of the chain lines to command the boundaries of the survey are called:
Tie stations
Subsidiary stations
Main stations
Check stations
70. The error due to bad ranging is:
Compensing error
Cumulative positive error
Cumulative negative error
Both B and C
71. The reduced bearing of a line whose whole circle bearing is 40degree
S 40degreeE
S 50degreeE
N 40degreeE
N 40degreeW
72. Fore bearing of a line is S 60degreeW,The back bearing is:
N 60degreeE
N 30degreeE
S 60degreeE
S 30degreeW
73. Geocletic survey is different from plane surveying because of:
Very large area is covered
Undulations of the topography
Curvature of the earth is considered
Large difference of elevations
74. The type of theodolite classified as:
Diameter of upper plate
Diameter of lower plate
Diameter of vertical plate
Diameter of telescope
75. The traverse slope provided on the surface of the road to remove the rain water:
Crown
Gradient
Super elevation
Camber
77. The actual size of standard brick is:
20x10x10 cm
19x9x9 cm
20x20x10 cm
19x19x9 cm
78. Full form of"CAD":
Computer Aided Drafting
Computer Aided Demonstration
Computer Aided Designing
Computer Aided Dimensioning
79. A command which is used to pick points like end point,mid-point,tangent etc.of entities very precisely which geometrical accuracy:
GRID
ZOOM
DIM
OSNAP
80. The Bench Marks established by the survey of India Department:
Permanent Bench Marks
GTS Bench Marks
Arbitrary Bench Marks
Temporary Bench Marks
81. The pass located at the Southern end of the Nilgiri Hills in South India is called:
Palghat gap
Bhorghat pass
Thalgat pass
Bolan pass
82. The Gulf of mannar is situated along the coast of which state in India?
Karnataka
Kerala
Andhra Pradesh
Tamil Nadu
83. Which of the following rivers originate near Mahabaleshwar?
Godavari
Krishna
Kaveri
Tapti
84. How many National Waterways are there in India?
3
5
7
9
85. Which river is referred as Kalindhi in Puranas?
Ganga
Yamuna
Saraswathi
Brahmaputra
86. BhagatSingh was sentenced to death in which case?
Kakori case
Chauri-Chaura case
Assembly bomb case
Lahore conspiracy case
87. Who was the governor general of India when the I war of Indian Independence broke oil in 1857?
Lord Canning
Lord Dalhousie
Lord Ripon
Lord Dufferin
88. Who was the President of the Indian National Congress in the Gaya Session of 1922?
Motilal Nehru
C.R.Das
Sardar Patel
Bal Gangadhar Tilak
89. The founder of Satya Shodhak Samaj:
Dr.Atmaram Pandurang
Gopal Hari Deshmukh
M.G.Ranade
JyotiRao Phule
90. Inclusion of the word Fraternity in the preamble of Indian Constitution is proposed by?
Jawaharlal Nehru
Dr.B.R.Ambedkar
Rajendra Prasad
J.B.Kripalani
91. The founder of Atma Vidya Sangham?
Vagbhatananda Gurudeva
Vaikunda Swami
Chattampi Swami
Sree Narayana Guru
92. Who was the editor of Mitavadi?
K.Ayyappan
C.Krishnan
Rama Krishna Pillai
K.Kelappan
93. Who is known as the father of Kerala Renaissance?
Ayyankali
Dr.Palpu
Sree Narayana Guru
A.K.Gopalan
94. When was the historic Temple Entry Proclamation made?
April 12,1936
March 12,1936
June 12,1936
November 12,1936
95. Who among the following is the leader of Malayalee Memorial?
C.Kesavan
Dr.Palpu
Barister G.P.Pillai
Kumaranasan
96. 'Operation protective Edge'is the name of which countryís controversial military action launched on its neighbor?
Israel
Syria
Jordan
Iran
97. Which day is observed as World Population Day?
June 11
July 11
March 11
April 11
98. Who received the Golden Ball award for the best player of FIFA World Cup 2014?
Lionel Messi
Karim Bensema
Christiano Ronaldo
Angel DíMaria
99. With which game is Davis cup associated?
Football
Cricket
Hockey
Lawn Tennis
100. Who is the present united nations deputy secretary General?
Ban-Ki-Moon
Jose Graziano
Joan Closi Mathew
Jan Eliasson