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 10, Problem 10.5P
Balance the angles in Problem 9.22 El. Compute the preliminary azimuths for each course.
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Convert N25deg25minW to an equivalent azimuth with illustration.
B(E=5000E,N=6000)
1) compute the Easting and the Northing of the points A,C,D and E 2) compute the azimuths GAB and GAE
3) compute the deflection angle between AB and BC and the deflection angle between CD and DE
The back azimuth of a line AC is 192° 45’ and the angle BAC measured is 85° 15’ counterclockwise. Find the back azimuth of line AB.
Chapter 10 Solutions
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Ch. 10 - In adjusting measured traverse angles‘ why aren’t...Ch. 10 - The sum of seven interior angles ofa...Ch. 10 - Prob. 10.3PCh. 10 - Prob. 10.4PCh. 10 - Balance the angles in Problem 9.22 El. Compute the...Ch. 10 - Prob. 10.6PCh. 10 - Prob. 10.7PCh. 10 - Prob. 10.8PCh. 10 - Prob. 10.9PCh. 10 - Prob. 10.10P
Ch. 10 - Prob. 10.11PCh. 10 - Prob. 10.12PCh. 10 - Prob. 10.13PCh. 10 - Prob. 10.14PCh. 10 - Prob. 10.15PCh. 10 - Prob. 10.16PCh. 10 - Prob. 10.17PCh. 10 - Prob. 10.18PCh. 10 - Prob. 10.19PCh. 10 - Prob. 10.20PCh. 10 - Prob. 10.21PCh. 10 - Prob. 10.22PCh. 10 - Prob. 10.23PCh. 10 - Prob. 10.24PCh. 10 - Prob. 10.25PCh. 10 - Prob. 10.26PCh. 10 - Prob. 10.27PCh. 10 - Prob. 10.28P
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- The interior angles of a five side traverse are as follows: A=142°54' B=96°32' C= 117°30' and E=132°18' . The angle D is not measured, assumed BC is due south. Sketch to Calculate the following: a. Deflection angle at D. b. Azimuth of the line AB. c. Bearing of the line EA. d. Back Azimuth of the line DC.arrow_forward1. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B. 2. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth of line AB?arrow_forwardFrom the open traverse ABCDE shown below, determine the following: 4 86°08' 43 20 A E B. 50 12' 35 35 D 1. Deflection angle of line CD in deg-min. 2. If line CD has a direction Azimuth from South = 300°, determine the bearing of line AB in deg-min. 3. Back bearing of line DE in deg-min. %3Darrow_forward
- 11. Convert from azimuth to bearing. a. 120° Az b. 315° Az c. 245° Azarrow_forwardThe 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_forwardThe back azimuth of a line whose true bearing is S 42* 15' W is: A.222* 15 B.132* 15 C. 42* 15' D.137* 45arrow_forward
- Figure 1. Value of anglearrow_forwardFind the back azimuth of a line having a forward azimuth of 52°.arrow_forwardThe 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_forward
- Compute for the Azimuths and Bearing of the following line.arrow_forwardConverting azimuths to bearing. a. Azimuth line AB = 230° 30' b. Azimuth line BC = 112° 46' c. Azimuth line CD = 270° 00' d. Azimuth line DE = 228° 15'arrow_forwardUsing the table 1. Compute the distance of the line DA. a. 79.733 b. 87.243 c. 97.634 d. 89.921 2. Compute the area of the traverse. a. 5188.245 b. 5238.245 c. 5028.245 d. 5788.245 3. Compute the bearing of the line DA. a. N74°14’34’’E b. N54°34’14’’E c. N84°24’54’’E d. N64°44’24’’Earrow_forward
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