How to practice topic:principles-surveying

Attempt a question, record the concept and assumptions, then check the available answer. Rework mistakes after revising the relevant concepts. Topic tags can overlap; review the question context.

Questions 1–7 of 7. Imported answers require independent review unless marked reviewed.

Topic practice 7 questionsPage 1 of 1

Question 20

Open question
CEMCQ1 markNeeds review
The point where the road alignment changes from a tangent to a curve is known as _____.
Your answerChoose one option.

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Question 35

Open question
CENAT1 markNeeds review
A surveyor measured the distance between two points on the plan drawn to a scale of 1 cm = 40 m and the result was 468 m. Later, it was discovered that the scale used was 1 cm = 20 m.
The true distance between the points (in m) is _____ (round off to the nearest integer).

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Question 65

Open question
CENAT2 marksNeeds review
If the Fore Bearing of the lines AB and BC are 60° and 122°, respectively, then the interior angle ∠ABC (in degrees) is ______ (round off to the nearest integer).

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Question 38

Open question
CEMCQ2 marksNeeds review
An open traverse PQRS is surveyed using theodolite and the consecutive coordinates obtained are given in the table.
Line
Northing (m)
Southing (m)
Easting (m)
Westing (m)
PQ
110.2
-
45.5
-
QR
80.6
-
-
60.1
RS
-
90.7
-
70.8
ST
-
105.4
55.5
-
If the independent coordinates (North, East) of station P are (400 m, 200 m), the independent coordinates (in m) of station T, are
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Question 55

Open question
CENAT2 marksNeeds review
The lengths and bearings of a traverse PQRS are:
Segment
Length (m)
Bearing
PQ
40
80°
QR
50
10°
RS
30
210°
The length of line segment SP (in m, round off to two decimal places), is _____.

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Question 18

Open question
CEMCQ1 markNeeds review
The accuracy of an Electronic Distance Measuring Instrument (EDMI) is specified as

. Which one of the following statements is correct?
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Question 35

Open question
CEMCQ2 marksNeeds review
The observed bearings of a traverse are given below:
Line | Bearing PQ | 46°15′ QR | 108°15′ RS | 201°30′ ST | 321°45′
Line | Bearing QP | 226°15′ RQ | 286°15′ SR | 20°30′ TS | 141°45′
The station(s) most likely to be affected by the local attraction is/are
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