Surveying GTU Exam Paper | Surveying GTU Exam Paper Solution 2017 | 2130601 gtu Previous Question Paper download pdf

Surveying GTU Exam Paper | Surveying GTU Exam Paper Solution 2017 | 2130601 gtu Previous Question Paper download pdf

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Surveying GTU Exam Paper 2017

Download GTU (Gujarat Technological University) BE (Bachelor of Engineering) or BTech (Bachelor of Technology) Summer 2017 previous year exam for 2nd 2017 (3rd Semester) 2130601 Papers (Surveying) Previous Question Paper

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Surveying (2130601 Papers) Years Date

Surveying GTU Exam Paper - 10/03/2021

Surveying GTU Exam Paper - 28/11/2019

Surveying GTU Exam Paper - 04/06/2019

Surveying GTU Exam Paper - 28/11/2018

Surveying GTU Exam Paper - 21/05/2018

Surveying GTU Exam Paper - 31/05/2017

Surveying GTU Exam Paper - 02/01/2017

Surveying GTU Exam Paper - 02/06/2016

Surveying GTU Exam Paper - 23/12/2015

Surveying GTU Exam Paper - 02/06/2015

Surveying GTU Exam Paper - 20-12-2014

Surveying (2130601) Papers Subject Info

Subject Name Surveying
Subject Code 2130601
Subject Credits 5
Year 2nd 2017 (3rd Semester) Subject
Exam Date 31/05/2017

Subject GTU Exam Paper Solution

GUJARAT TECHNOLOGICAL UNIVERSITY

BE - SEMESTER– III EXAMINATION – WINTER 2020

Subject Code: 2130601

Subject Name: Surveying

Date: 31/05/2017

Exam Questions for Surveying Marks
Q1 - Short Questions In plane table, the method used for connecting the traverse stations is called
(a) Radiation (b) Intersection (c)Resection (d)Traversing
01
The principle of plane tabling is
(a) Triangulation (b) Traversing (c)Parallelism (d)None of above
01
The face left position is called
(a)Telescope reverse (b)Telescope inverted (c)Telescope normal (d)None of above
01
Turning telescope in vertical plane about its horizontal axis is called
(a)Transiting (b)Plunging (c)Swinging (d)Both a and b
01
Balancing of traversing is done according to
(a)Bowditch’s rule (b)Transit rule (c)Third rule (d)All of above
01
If N be the number of lines of the traverse, then sum of measured interior angles should be equal to
(a)(2N+4)×90° (b) (2N×4)×90° (c) (2N-4)×90° (d) (N+4)×90°
01
Trigonometric leveling is ____________ method of leveling
(a)Direct (b)Indirect (c)Relative (d)Both a and b
01
Combined correction for curvature and refraction in linear measurement is
given by (a)0.0785D2 (b)0.0112D2 (c) 0.06735D2 (d)None of these
01
The radius of 1° curve is
(a)1719m (b)1917 m (c)1918 m (d)1819 m
01
The tangent line _______ the beginning of the curve is called back tangent
(a)after (b)before (c)between (d)all of these
01
Angle through which the forward tangent deflects is called
(a)Intersection angle (b)Deflection angle (c)Bisection angle
01
When the anchor point is inside the figure, the area of the zero circle is
(a)added (b)subtracted (c)multiplied (d)divided
01
In Simpson’s rule, the number of ordinates must be
(a)Odd (b)Even (c)none of above
01
The branch of surveying which deals with measurement in water bodies is known as
(a)tacheometric (b)hydrographic (c)theodolite traversing (d)all of these
01
Q2 a Derive formula to calculate area by (i) Mid ordinate rule (ii) Average ordinate rule 03
b Describe briefly the uses of various accessories of a plane table. 04
c Define (i) Latitude (ii) Departure (iii) Independent coordinates (iv) Consecutive coordinates (v) Closing error (vi) Plunging (vii) Swinging
Or
Explain the basic procedure, instruments and materials required to set the foundation of a building on the ground as per plan.
07
Q3 a Derive distance and height formula for base of the object is accessible 03
b Explain the repetition method to measure horizontal angle. Illustrate with an example. 04
c Enlist different methods of plane tabling. Explain method of intersection. 07

Or

Q3 a Explain sequential procedure of temporary adjustment of theodolite. 03
b List fundamental lines of theodolite and desired relationship between them. 04
c Enlist various methods of plane tabling. Explain method of Traversing with neat sketch. 07
Q4 a List instruments used for sounding and explain any one with neat sketch. 03
b Explain two theodolite method of setting out of curve. 04
c The deflection angle is 500. Calculate the length of the offsets at 20m interval measured from the tangent for setting out of curve of 180m radius if, (a) the offsets are radial (b) Offsets are perpendicular to tangent. 07

Or

Q4 a Define transition curve. What are the requirements of a transition curve? 03
b What is designation of curve. Also discuss arch designation and chord designation. 04
c Two straight AB and BC intersect at a chainage of 4240.0 m. The deflection angle is 450 and radius of curve is 344 m. Calculate, (i) Tangent length (ii) Length of curve (iii) Chainage of point of curve (iv) Chainage of Point of tangency (v) Length of long chord (vi) Degree of curve (vii) Apex distance 07
Q5 a Explain clearly the use of planimeter (with sketch) to calculate the area of an irregular figure. 03
b Explain the procedure of setting out of Building Foundation. 04
c What is capacity of a reservoir? Explain the procedure to workout reservoir capacity 07

Or

Q5 a Describe how you will calculate area of traverse from coordinate 03
b Explain various control points in setting of foundation. 04
c A canal is running in cutting , bed width of canal is 10m and side slope 1 :1.5 if depth of cutting of canal at 30 m intervals are
1.15, 1.35, 1.40, 1.30, 1.40,1.65, 1.95, 1.85 and 2.10.
Calculate volume of earthwork by trapezoidal and Prismoidal formula
07

2130601 gtu Previous Question Paper download

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