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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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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- 11. Convert from azimuth to bearing. a. 120° Az b. 315° Az c. 245° Azarrow_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
- An instrument is set-up at point A and vertical angles are observed at B -21º15' and C +33º45'. The height of instrument from point A = 1.5865m. The horizontal distance of BA and BC are 350.2552m and 904.5565m respectively. If point C is at elevation 620.6453m; a. Determine the elevation of B neglecting the effects of the curvature and refraction. b. Determine the elevation of the B making due allowance for the curvature and refraction,arrow_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
- 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_forwardFind the back azimuth of a line having a forward azimuth of 52°.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_forward
- compute the azimuth and bearing of side BCarrow_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_forward11. The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C= 142°54' D = 132°18 The angle E is not measured, assumed AB is due north. Compute the following: a) Deflection angle at C. b) Azimuth of the line CD. c) Back azimuth of the line CD.arrow_forward
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