Test: Surveying- 2


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20 Questions MCQ Test GATE Civil Engineering (CE) 2023 Mock Test Series | Test: Surveying- 2

Test: Surveying- 2 for GATE 2022 is part of GATE Civil Engineering (CE) 2023 Mock Test Series preparation. The Test: Surveying- 2 questions and answers have been prepared according to the GATE exam syllabus.The Test: Surveying- 2 MCQs are made for GATE 2022 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Surveying- 2 below.
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Test: Surveying- 2 - Question 1

A 30-m metric chain is found to be 10 cm too short throughout a measurement. If the distance measured is recorded as 300 m, what is the actual distance?

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Test: Surveying- 2 - Question 2

The whole circle bearings of lines AB and BC are 30°15′ and 120°30′. What is the included angle ABC between the line AB and BC?

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Test: Surveying- 2 - Question 3

A lighthouse is visible just above the horizon at a certain station at the sea level. Distance between the station and the lighthouse is 60 km. The height of the lighthouse is

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Test: Surveying- 2 - Question 4

Consider the following statements: Reciprocal leveling eliminates the effect of

1. Errors due to Earth’s curve

2. Errors due to atmospheric refraction

3. Mistakes in taking leveling staff readings

4. Errors due to line of collimation

Which of these statements are correct?

Test: Surveying- 2 - Question 5

The type of surveying in which the curvature of the Earth is taken into account is called

Test: Surveying- 2 - Question 6

Errors in changing is generally due to

Test: Surveying- 2 - Question 7

Match List-I with List-II and select the correct answer using the codes given below (where the letters have their usual meaning) 

Test: Surveying- 2 - Question 8

Which of the following errors affect the surveying work seriously?

Test: Surveying- 2 - Question 9

Chain surveying is suitable when

Test: Surveying- 2 - Question 10

What is the slope correction for a length of 30 m along a gradient of 1 in 20?

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Test: Surveying- 2 - Question 11

In a chain surveying conducted using 20 m chain, the distance was recorded as 327 m. But later on the chain was found 3 cm longer. What will be the true distance, then?

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Test: Surveying- 2 - Question 12

In a closed traverse having six sides, what will be the sum of the inclined angles?

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Test: Surveying- 2 - Question 13

A bench mark (BM) with reduced level (RL) = 155.305 m has been established at the floor of a room. It is required to find out the RL of the underside of the roof (R) of the room using spirit leveling. The back sight (BS) to the BM has been observed as 1.500 m whereas the foresight (FS) to R has been observed as 0.575 m (staff held inverted). The RL (m) of R will be 

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Test: Surveying- 2 - Question 14

The plan of a map was photocopied to a reduced size such that a line originally 100 mm, measures 90 mm. The original scale of the plan was 1 : 1000. The revised scale is

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original scale 1:1000

now 100

reduced as 90

so put 90/100 for 1

that is 0.9 for 1

new scale is 0.9 for 1000

0.9 :1000 or

9:10000

= 1/1111

Test: Surveying- 2 - Question 15

The following table gives data of consecutive co-ordinates in respect of a closed theodolite traverse PQRSP.

The magnitude and direction of error of closure in whole circle bearing are

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Test: Surveying- 2 - Question 16

The following measurements were made during testing a leveling instrument

P1 is close to P and Q1 is close to Q. If the reduced level of station P is 100.000 m, the reduced level of station Q is 

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*Answer can only contain numeric values
Test: Surveying- 2 - Question 17

The plan of a survey plotted to a scale of 10 m to 1 cm is reduced in such a way that a line originally 10 cm long now measures 9 cm. The area of the reduced plan is measured as 81 cm2. The actual (m2) of the survey is ____________.


Test: Surveying- 2 - Question 18

The observations from a closed loop traverse around an obstacle are:

What is the value of the missing measurement (rounded off to the nearest 10 mm)?

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Test: Surveying- 2 - Question 19

The latitude and departure of a line AB are +78 m and –45.1 m, respectively. The whole circle bearing of the line AB is

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Test: Surveying- 2 - Question 20

Following bearings are observed while traversing with a compass

After applying the correction due to local attraction, the corrected fore bearing of line BC will be

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