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 7.16P

Course AB of a ?ve-sided traverse runs due north. From the given balanced interior angles to the right, compute and tabulate the bearings and azimuths from north for each side of the traverses in Problems 7.15 through 7.17|E|.

116*

A = 90029 ’180t B = 10Tn54’360$ C = 104006 ’3T0¢ D = 129002 ’5T0¢ and E = 108026 ’320

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Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV Station Angle RR VD IS Angle RR VD BM1 1.742 11° 13' 2.2 2 2.072 24° 25' 0.7 2.42 5° 7' |1.23 3 |1.22 -10° 20' 1.74 0.94 |-14° 15' 1 4 1.051 18° 55' |1.699 100
567 24'E 8. Given the following sketch and tabulated data for a closed traverse in which the length of DE and the bearing of EF have not been observed in the field. 852.18 m el 3.0E.SON TA 492.98 m 3..80.90 845.85 m N55 27 W 661.26 m Closing Line Unknown Bearing 1210.50 m Unknown Length $12°17″E
Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side AB BC CD DE EA F.B 107° 15' 22° 15' 281° 30' 181° 15' 124° 45' B.B 287° 15' 202° 00' 101° 30' 01° 15' 304° 45' Find accurately the interior angles of the traverse.

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