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Total Questions : 86 | Page 2 of 9 pages
Question 11. What is the correction applied for two-level section if the area of the traverse is 121.45 sq. m and value of e = 9.34?
  1.    89.76 sq. m
  2.    98.76 sq. m
  3.    89.67 sq. m
  4.    98.54 sq. m
 Discuss Question
Answer: Option A. -> 89.76 sq. m
Answer: (a).89.76 sq. m
Question 12. Find the correction for side hill of two level section if the area is given as 654.76 sq. m, and the value of eccentricity is 89.76.
  1.    89.76 sq. m
  2.    98.76 sq. m
  3.    89.67 sq. m
  4.    98.54 sq. m
 Discuss Question
Answer: Option A. -> 89.76 sq. m
Answer: (a).89.76 sq. m
Question 13. What will be the correction for curvature of three level sections, if the areas are given as 43.56 sq. m, 22.54sq.m and h = 56.43 sq. m, b= 2, n= 2 which are having faces at a unity distance having 59.87 m radius?
  1.    220.91 sq. m
  2.    220.19 sq. m
  3.    202.65 sq. m
  4.    205.65 sq.m
 Discuss Question
Answer: Option B. -> 220.19 sq. m
Answer: (b).220.19 sq. m
Question 14. Find the value of e for side hill of small area by using the values provided. W = 54.32 sq. m, b = 1, n = 2, h = 76.24 sq. m.
  1.    43.87
  2.    87.98
  3.    96.1
  4.    69.1
 Discuss Question
Answer: Option D. -> 69.1
Answer: (d).69.1
Question 15. Find the value of eccentricity if the values of area of the sides can be given as 134.76 sq. m, 56.76 sq. m and A = 76.65 sq. m with number of sides as 2.
  1.    3185.23 sq. m
  2.    3158.32 sq. m
  3.    3185.32 sq. m
  4.    3185.99 sq. m
 Discuss Question
Answer: Option C. -> 3185.32 sq. m
Answer: (c).3185.32 sq. m
Question 16. Find the amount of inclination provided in case of two stations A and B having staff readings 0.984m, 0.765m which are placed at a distance of 100m.
  1.    1.23 m
  2.    0.98 m
  3.    0.44 m
  4.    0.22 m
 Discuss Question
Answer: Option D. -> 0.22 m
Answer: (d).0.22 m
Question 17. Which among the following indicates the objective of adjusting level tube?
  1.    Making horizontal axis truly horizontal
  2.    Levelling the tube
  3.    Making vertical axis truly vertical
  4.    Making line of collimation perpendicular to vertical axis
 Discuss Question
Answer: Option C. -> Making vertical axis truly vertical
Answer: (c).Making vertical axis truly vertical
Question 18. The readings of staff at points A and B are given as 1.672 m, 2.484 m and 1.928 m, 3.124 m. Find the true elevation difference between the station points.
  1.    0.384 m
  2.    0.834 m
  3.    0.438 m
  4.    0.843 m
 Discuss Question
Answer: Option A. -> 0.384 m
Answer: (a).0.384 m
Question 19. Find the area of the figure by double distances, if L1 = 13.99 m and L2 = 66.54 m.Find The Area Of The Figure By Double Distances, If L1 = 13....
  1.    2247.17 sq. m
  2.    2274.17 sq. m
  3.    2274.71 sq. m
  4.    2247.71 sq. m
 Discuss Question
Answer: Option A. -> 2247.17 sq. m
Answer: (a).2247.17 sq. m
Question 20. Calculate the area of the figure by using the data provided. L1 = 92.69 m, L2 = 248.96 m, L3 = 146.31m, L4 = 157.43 m.Calculate The Area Of The Figure By Using The Data Provided....
  1.    29283.46 sq. m
  2.    29823.46 sq. m
  3.    29328.64 sq. m
  4.     29238.64 sq. m
 Discuss Question
Answer: Option A. -> 29283.46 sq. m
Answer: (a).29283.46 sq. m

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