3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: N68 15'E N78 55'W $56°42'w S81*47'w N76 05E 59*00' 233 00' 314 00' 315°00' 253 00' Note: In the third sketch the indicated azimuths are measured from south. Determine tabulate values accordingly. the deflection angles for each traverse and NI2 25'E S32 03'E S13*0d'w $46*17'E N23 28'E

3. DEFLECTION ANGLES TRAVERSE. Given the following traverse sketches: N68 15'E N78 55'W $56°42'w S8147'w N76 05E 5900' 233 00' 314 00' 315°00' 253 00' Note: In the third sketch the indicated azimuths are measured from south. Determine tabulate values accordingly. the deflection angles for each traverse and NI2 25'E S32 03'E S130d'w $4617'E N23 28'E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

fundamentals of surveying. bsce

3. DEFLECTION ANGLES TRAVERSE. Given the following traverse
sketches:
N68 15'E
N78 55'w
S56 42'wo
2)
S81 47'W
N 76*05E
59 00'
233 00'
314 00'
315 00'
253 00'
Note: In the third sketch the indicated
azimuths are measured from south.
Determine
tabulate values accordingly.
the deflection angles for
each
traverse
and
NI2 25'E
S32 03'E
S13°0d'w
$46 17'E
N23 28'E

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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