surveying MCQs – Page 5

A. convex

C. plano-convex

D. plano-concave

A. +50 m, +86.6 m

C. +70.7 m,-50 m

D. +50m, -86.6 m

A. altitude bubble on index frame if it is to be used as a level

B. altitude bubble on telescope if it is to be used as a level

C. altitude bubble on index frame

D. correct answer is?

E. altitude bubble on telescope

B. makes the correction due to sag equal to zero

C. makes the correction due to pull equal to zero

D. is used at the time of standardising the tape

A. much closer to the objective lens than to the eye piece

C. midway between eye piece and objective lens

D. anywhere between eye-piece and objective lens

B. on its outer spindle with a relative motion between the vernier and graduated scale of lower plate

C. on its outer spindle without a relative motion between the vernier and gra-duated scale of lower plate

D. on its inner spindle without a relative motion between the vernier and the graduated scale of lower plate

A. trigonometrical levelling

B. barometric levelling

C. hypsometry

A. A contour is not necessarily a closed curve

C. A contour represents a ridge line if the concave side of lower value contour lies towards the higher value contour

D. All of the above statements are correct

A. Slope of a hill cannot be determined with the help of contours

C. Inter-visibility of points on a contour map cannot be ascertained

D. Direct method of contouring is cheaper than indirect method

A. larger if the time available is more

B. larger for accurate works

D. directly proportional to the flatness of ground

A. 20

B. 60

D. 45

A. require slope and tension corrections

B. require slope correction

C. require tension correction

A. measuring angle and distance from one transit station

C. measuring distance from two points on traverse line

D. measuring angle at one station and distance from other

B. increasing the viscosity of liquid

C. decreasing the length of bubble

D. decreasing the radius of curvature of tube

B. takes less time

C. gives more accurate problem

D. none of the above

A. to support the main part of the instrument

C. to provide a means for leveling the theodolite

D. to attach the theodolite to the tripod

A. degree of accuracy required

B. scale of plotting

D. method of setting out the perpendiculars and nature of ground

A. characteristics of ground

B. correct answer is ?

C. scale of plan

D. contour interval

A. compound curve

B. reverse curve

D. transition curve

A. vertical circle is to its left and the bubble of the telescope is up

C. vertical circle is to its right and the bubble of the telescope is up

D. vertical circle is to its left and the bubble of the telescope is down