Engineering Jobs   »   Quiz: Civil Engineering 4 April 2020

# Quiz: Civil Engineering 4 April 2020

Quiz: Civil Engineering
Exam: UPPSC-AE
Topic: Surveying

Each question carries 1 mark
Negative marking: 1/3 mark
Time: 10 Minutes

Q1. A rectangular plot of 16 km² in area is shown on a map by a similar rectangular area of 1 cm², R.F. of the scale to measure a distance of 40 km will be :
(a) 1/1600
(b) 1/400000
(c) 1/400
(d) 1/16000
L1Difficulty 4
QTags Surveying
QCereator Ashwani Jain

Q2. In case of a direct vernier scale
(a) graduations increase in opposite direction in which graduations of the main scale increase
(b) smallest division is longer than smallest division of the main scale
(c) graduations increase in the same direction in which graduations of the main scale increase
(d) None of these
L1Difficulty 4
QTags Surveying
QCereator Ashwani Jain

Q3. Every 20 m chain should be accurate to within _________
(a) ± 2 mm
(b) ± 5 mm
(c) ± 8 mm
(d) None of the above
L1Difficulty 3
QTags Surveying
QCereator Ashwani Jain

Q4. A 30 m, metric chain is found to be 0.1 m too short throughout the measurement. If the distance measured is recorded as 300 m, then the actual distance measured will be :
(a) 300.1 m
(b) 299.0 m
(c) 301.0 m
(d) 310.0 m
L1Difficulty 4
QTags Surveying
QCereator Ashwani Jain

Q5. Which one of the following is not used in setting perpendicular?
(a) Line ranger
(b) Cross staff
(c) Optical square
(d) Prism square
L1Difficulty 3
QTags Surveying
QCereator Ashwani Jain

Q6. If the fore bearing of the line AB is 119°48’ then back baring is:
(a) 299° 48’
(b) 209°48’
(c) 119°48’
(d) 319°48’
L1Difficulty 4
QTags Surveying
QCereator Ashwani Jain

Q7. The method of traversing in survey is:
(a) Measurement of all the angles only
(b) Measurement of angles and distances
(c) Measurement of all distance
(d)Measurement of all bearing only
L1Difficulty 3
QTags Surveying
QCereator Ashwani Jain

Q8. If the magnetic bearing of the sun at a place at noon in the southern hemisphere is 167°, the magnetic declination at that place is
(a) 13°E
(b) 23°S
(c) 77°N
(d) 13°W
L1Difficulty 4
QTags Surveying
QCereator Ashwani Jain

Q9. Levelling operation includes:
(a) The second sight on any change point is a foresight
(b) the first sight on any change point is a back sight
(c) the line commences with a back sight and closes with a foresight
(d) The line commences with a fore sight and close with a backsight
L1Difficulty 3
QTags Surveying
QCereator Ashwani Jain

Q10. Sensitiveness of a level tube is designated by
(b) length of bubble tube
(c) length of bubble of level tube
(d) None of the above
L1Difficulty 3
QTags Surveying
QCereator Ashwani Jain

SOLUTION

S1. Ans.(b)
Sol. Area of plot =16 km^2
Area of plot in map = 1 cm²
1 cm² = 16 km²
1 cm = 4 km
Representative fraction (R.F.) = 1cm/(4×100000 cm)
▭(R.F.1/400000)

S2. Ans.(c)
Sol. Direct vernier – division which are slightly shorter than main scale. Reading increases in the direction of the main scale.
→ n division of vernier is equal to (n-1) division of main scale.
Retrograde vernier – Division which are slightly longer than main scale. Reading increases in a direction opposite to main scale. n division of vernier (n+1) division of main scale.

S3. Ans.(b)
Sol. Maximum tolerance for 20 m chain ± 5 mm & for 30 m chain ± 8 mm.
S4. Ans.(b)
Sol. True length of chain (L) = 30 m.
False length of chain (L^1) = 29.9 m.
False length of chain (l^1) = 300 m.
True length of chain (l) = ?
L×l=L^1×l^1
30×l=29.9×300
l=(29.9×300)/30
▭(l=299m)

S5. Ans.(a)
Sol. line ranger is used for locating a point on a line. It’s also used to identified surveyor station by a distance.

S6. Ans.(a)
Sol. fore bearing of line ‘AB’ = 119°48’
Fore baring is less than 180° so we calculate back bearing by adding 180°. If fore bearing greater than 180° than we subtract 180° from it.
Back bearing of line AB = 180°+〖119°48〗^’=〖299°48〗^’

S7. Ans.(b)
Sol. method of traversing in survey is used to measure angle & distance both,

S8. Ans.(a)
Sol. magnetic bearing = 167°
Magnetic declination = 180°-167°
= 13°
The value given in southern hemisphere. Than
Magnetic declination = 13°E

S9. Ans.(c)
Sol. in leveling operation start with a back site & end with Fore sight.

S10. Ans.(a)
Sol. sensitiveness of level tube is designated by radius of level tube.

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