Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
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Textbook Question
Chapter 7, Problem 7.14P
?.14 Similar to Problem ?.13 El, except the azimuth of DE is 35 D 58 ’06 ” and angles to the right DEF and EFG are 21°44’52” and 86 D 10 ’ 14” respectively.
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6. From a two inaccessible but intervisible points A and B, the angles to two
triangulation stations C and D were observed as follows: Line CD has a distance of
500m. Iong. Compute the distance of the line AB.
Angle CAB = 79°30'
Angle DAB = 28°30'
Angle DBC = 31°30'
Angle DBA = 84°30'
a) 536.48m.
b) 563.84m.
c) 535.68m.
d) 538.46m.
AZIMUTH
1. Convert N 45 36' E to its equivalent azimuths
2. Convert S 65 15' E to its equivalent azimuths
W
Surveying
Chapter 7 Solutions
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Ch. 7 - Define the different reference meridians that can...Ch. 7 - Prob. 7.2PCh. 7 - Why is it important to adopt a standard angle...Ch. 7 - Prob. 7.4PCh. 7 - Prob. 7.5PCh. 7 - In Problems 7.6 through 7.? I9, convert the...Ch. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10P
Ch. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - For a bearing DE = NUS 5 53’56 ”WT and angles to...Ch. 7 - ?.14 Similar to Problem ?.13 El, except the...Ch. 7 - Prob. 7.15PCh. 7 - Course AB of a ?ve-sided traverse runs due north....Ch. 7 - Prob. 7.17PCh. 7 - Prob. 7.18PCh. 7 - Prob. 7.19PCh. 7 - Prob. 7.20PCh. 7 - Prob. 7.21PCh. 7 - Prob. 7.22PCh. 7 - Prob. 7.23PCh. 7 - Prob. 7.24PCh. 7 - Prob. 7.25PCh. 7 - Prob. 7.26PCh. 7 - Prob. 7.27PCh. 7 - Prob. 7.28PCh. 7 - Prob. 7.29PCh. 7 - For Problems 7.30 through 7.32 the observed...Ch. 7 - Prob. 7.31PCh. 7 - Prob. 7.32PCh. 7 - Prob. 7.33PCh. 7 - Prob. 7.34PCh. 7 - Prob. 7.35PCh. 7 - Prob. 7.36PCh. 7 - Prob. 7.37PCh. 7 - Prob. 7.38P
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- The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a bearing of S 30 degrees and 00" E. Compute the following: a. Bearing line AB b. Deflection of station Barrow_forwardA is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in between A andC. By means of an instrument set 1.45 m above B, vertical angles are observed, that to A being an angle of-14º45' and that to C being an angle of +8º32'. The horizontal distance AB is 547.20 and the horizontaldistance BC is 923.43 m. Making due allowance for earth’s curvature and atmospheric refraction, computethe difference in elevation between A and B.arrow_forwardGiven a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA are 18.00 m, 22.50 m, 38.20 m, and 39.95 m; The respective angles to the right at A, B, C, and D are 267°50', 238°00', 269°00', and 306°10'. Do/Solve the following: а. Sketch the traverse ABCD. b. Adjust the angle to the right at each station. Using the adjusted values, с. Determine the bearings of the traverse lines. d. Calculate the latitude and departure of the traverse lines. e. Find E latitude and E departure. е. f. Find the deflection angle at each stationarrow_forward
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- The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75* 45'. The azimuth of line PR is: A. 9* 15' B. 142* 15' C. 69* 15' D. 217* 45'arrow_forwardPoint C is due East of B and 300 m distance apart. A tower not in line in B and C was observed at B and C having vertical angles of 45 deg and 60 deg respectively. The same tower was observed at point D 500 m west of B. The vertical angle of the same tower as observed from D is 30 deg. The height of the tower is:a. 567.23 mb. 672.93 mc. 771.23 md. 714.51 marrow_forwardFind the bearing and azimuth for the traverse. Angle D bearing 0 degrees Eastarrow_forward
- The magnetic declination in a locality is 20 30' E .Determine the: S 37 deg. 45 min E true bearing 322 deg. 15 min true azimuth from north 217 deg. 45 min true azimuth from south The line has magnetic bearing of S 40° 15' Earrow_forwardProblem 2: In a closed traverse the measured length of the line AB is 245.08 m. If the bearing of the line is S40°35'E, the latitude of the line should be, a. – 186.130m b. +159.44 m c. – 175.64 m d. – 159.44 m e. +186.13marrow_forwardWhat are the length and bearing of the dividing line (passing through point E) that can divide the traverse into two equal parts?arrow_forward
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