Roll No. HEEEEEEEEEE Total No. of Pages : 02
Total No. of Questions : 09
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B.Arch. (Sem.-3)
SURVEYING AND LEVELLING-I
Subject Code : AR-233
M.Code : 45026
Time : 3 Hrs. Max. Marks : 50
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INSTRUCTION TO CANDIDATES :
- Question no. 1 is compulsory.
- Attempt FIVE out of EIGHT questions (Q.2 to Q.9).
Q1. 1) What are used to mark the positions of the stations or terminal points of survey line?
a) Arrows b) Pegs
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c) Ranging rods d) Plumb bob (2marks)2) Which cross staff consists of two pairs of vertical slits giving two lines of sights at
right angles to each other?
a) Open cross staff b) French cross staff
c) Adjustable cross staff d) Inall types (2marks)
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3) Which of the following is not a method of levelling?
a) Barometric leveling b) Trigonometric levelling
c) Spirit leveling d) Traverse leveling (2marks)
4) Which branch of surveying is used to find the elevations of given points with respect
to given or assumed datum?
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a) Levelling b) Contouringc) Traversing d) Plane table surveying (2marks)
5) Which line passes through a point, such that plane passing that point and the north
and south poles, intersects with the surface of the earth?
a) True Meridian b) Magnetic Meridian
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c) Arbitrary Meridian d) Survey line (2marks)Q2. a) State the objective of levelling (2marks)
b) State the fundamental lines of level? (2marks)
c) How is the accuracy of reduction level checked (2marks)
d) State the use of tilting level. (2marks)
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Q3. Describe various type of survey used in land survey ? which type will you suggest to plan
roads in approximately 50 acres in hill area ? (8marks)
Q4. Explain the Auto level and staff with neat sketches? (8marks)
Q5. The following consecutive readings were taken with a level and 4.0m Staff on a
continuously sloping ground at a common interval of 30 m - 0.780, 1.535, 1.955, 2.430,
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2.985, 3.380, 1.250, 1.860, 2.365, 3.540, 0.935, 1.145, 1.630 and 2.645.The RL of first point A was 100.80 m. Rule out a page of level book & enter above
readings. Calculate the RL of all the points by Rise & Fall Method. Also calculate the
gradient of the line joining the first & last point.
(8marks)
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Q6. a) Describe Abney level and tangent clinometers. (4marks)
b) Differentiate between compass survey and plane table survey. (4marks)
Q7. a) Explain the plane table survey. (4marks)
b) Differentiate between compass survey and plane table survey. (4marks)
Q8. Define the following terms : (2x4 = 8 marks)
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a) Back sight, Intermediate sight, Foresight, Change point, Height of Instrumentb) State the use of tilting level:
c) How is the accuracy of reduction level checked?
d) State the advantages of Auto set Level.
Q9. Define the following Terms :
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a) Centeringb) Transiting
c) Swinging
d) Transit station
e) Transit line
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NOTE : Disclosure of identity by writing mobile number or making passing request on any
page of Answer sheet will lead to UMC case against the Student.
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This download link is referred from the post: PTU B-Arch 2019 May Previous Question Papers