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Home » Engineering » Aptitude Test - 62
Hassan
1.Plane Tabling is _________________ method of surveying.
A. Graphical
B. analytical
C. mathematical
D. Graphical
2.The principle of plane tabling is _____________________
A. Trigonometry
B. Similarity
C. Contouring
D. Trigonometry
3.What are the types of plane tables ?
A. Simple plane table
B. Johnson plane table
C. Coast survey table
D. Simple plane table
4.which is the method of plane tabling ?
A. Ranging
B. Traversing
C. Both (a) and (b)
D. Ranging
5.______________ must be done when the plane table is set up at more than one station.
A. Marking the north line
B. Orientation
C. Both (a) and (b)
D. Marking the north line
6._________________ method of plane tabling is suitable for locating inaccessible points.
A. Radiation
B. Resection
C. Intersection
D. Radiation
7.Which of following is not an instrument used in plane tabling ?
A. Alidade
B. U - fork
C. Trough Compass
D. Alidade
8.What are advantages of Plane Table surveying ?
A. Rapid method
B. Can be used in all weather
C. Re-ploting can be done easily
D. Rapid method
9._____________ is used for sighting the objects and drawing the rays in plane table surveying.
A. Plain Alidade
B. Telescopic Alidade
C. Both (a) and (b)
D. Plain Alidade
10.Plane table survey is used for ____________
A. Small to medium scale works
B. plotting topographical maps
C. filling in interior details of traverse
D. Small to medium scale works
11.U fork is primarily used for
A. Centering the table
B. Transferring the ground point on to table
C. Both (a) and (b)
D. Centering the table
12.Which type of plane table have a ball and socket joint to facilitate the titling which is useful in leveling the table ?
A. Simple plane table
B. Johnson plane table
C. Coast survey table
D. Simple plane table
13.Which type of plane table have a proper leveling head of 3 foot screws for accurate leveling of table ?
A. Simple plane table
B. Johnson plane table
C. Coast survey table
D. Simple plane table
14.If accurate orientation of plane table is to be done in area prone to local attraction, it is done by _____________
A. By backsighting
B. By magnetic needle
C. Both (a) and (b)
D. By backsighting
15.The principle of Resection method is _____________ to that of the intersection method.
A. Same
B. Different (no relation with each other)
C. Opposite
D. Same
16.Plane table survey carries a lot of accessories with it which are likely to be lost.
A. True
B. False
C. Cannot say
D. True
17.In plane table ________________ are adjustable/avoidable.
A. Climatic errors
B. Instrumental errors
C. Personal errors
D. Climatic errors
18.In plane table survey, an incorrect scale used by mistake is an example of _____________
A. Errors in plotting
B. Instrumental error
C. Both (a) and (b)
D. Errors in plotting
19.Which of the following is/are special methods of resection ?
A. Back ray method
B. Two point problem
C. Three point problem
D. Back ray method
20.Normally while working with plane table, is there any possibility to overlook any important object ?
A. Yes
B. No
C. Cannot say
D. Yes
21. The assumption in the theory of bending of beams, is :
A. material is homogeneous
B. material is isotropic
C. Young's modulus is same in tension as well as in compression
D. material is homogeneous
22.The shape factor of standard rolled beam section varies from
A. 1.10 to 1.20
B. 1.20 to 1.30
C. 1.30 to 1.40
D. 1.10 to 1.20
23. Shear strain energy theory for the failure of a material at elastic limit, is due to
A. Rankine
B. Guest or Trecas
C. St. Venant
D. Rankine
24. The point of contraflexure is the point where
A. B.M. changes sign
B. B.M. changes sign
C. B.M. is minimum
D. B.M. changes sign
25.The normal component of a force inclined through θ° is obtained by multiplying the force by
A. sin θ
B. cos θ
C. tan θ
D. sin θ
26. Stress may be defined as
A. Strain is eqforce per unit lengthual to
B. force per unit volume
C. force per unit area
D. Strain is eqforce per unit lengthual to
27.Total strain energy theory for the failure of a material at elastic limit, is known
A. Guest's or Trecas' theory
B. St. Venant's theory
C. Rankine's theory
D. Guest's or Trecas' theory
28. Stress may be expressed in Newtons
A. per millimetre square (N/mm2)
B. per centimetre square (N/cm2)
C. per metre square (N/m2)
D. per millimetre square (N/mm2)
29.Principal planes are subjected to
A. normal stresses only
B. tangential stresses only
C. normal stresses as well as tangential stresses
D. normal stresses only
30. In plastic analysis, the shape factor for a circular section, is
A. 1.5
B. 1.6
C. 1.7
D. 1.5
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