CE6304 Surveying I, Second year, Department of Civil Engineering, First and second Units Questions.
Answer ALL Questions
PART A – (10 x 2 = 20 Marks)

1.      Define surveying and list out various classifications?
2.      What are the instruments used for the chain surveying?
3.      What is meant by well-conditioned triangle?
4.      What are the types of traversing?
5.      What are offset?
6.      Difference between the meridian and magnetic meridian ?
7.      Difference between WCD and RB?
8.      Define and distinguish the terms true bearing and magnetic bearing?
9.      State any two advantages of plane table surveying?
10.  Define Dip and Declination?



PART B (5x15=80 Marks)

1.Plotfollowing cross staff survey and calculate area
                                                    D
                                                    96
                                F48
                                                     72
                                                     48              45C
                                E36               30
                                                     15             30B
                                                     0
                                                      A


2.A steel tape 20 m long standaridized at 550F with a pull of 10 kg was used for measuring a base line .Find the correction per tape length .If the temperature at the time of measurement was 800 F and the pull exected was 16 kg weight of tape 0.8 kg and E=2.109×106 kg/cm2 co-efficientt of expansion of tape per 10F =6.2×106
3.  P and Q are two points 5,7 m apart on the sume  bank of river.The bearing of a tree on the other bank observed from P and Q are N330 44’ E and N 430 20’W respectively .Find the width of river if the bearing of PQ is 780F.
     4. The following bearings  were observed while traversing with a compus
                                                         
Line
FB
BB
AB
45045’
226010’
BC
96055’
277005’
CD
29045’
209010’
DE
324048’
144048’

Mention which stations were affected by local attraction and determine the corrected bearings.
5. The bearings of the sides of a closed traverse  ABCDEA are as follows
side
FB
BB
AB
1070 45’
2870 15’
BC
220 00’
2020 00’
CD
2810 30’
1010 30’
DE
1890 15’
90 15’
EA
1240 45’
3040 45’

Compute the interior angle of the traverse.