Elementary Surveying: An Introduction To Geomatics (15th Edition)
Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
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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
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 B

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