Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 9, Problem 9.6P
List four pertinent considerations in selecting locations for traverse stations.
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CONCLUSION ON TRAVERSE ADJUSTMENT
c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station.
Table 1
Station Bearing Distance (m)1-2 45o 55' 20” 27.4682-3 125o 01' 00” 38.2253-4 248o 05' 30” 47.2724-1 340o 13' 45” 21.612
A closed traverse has the following data:
Line
Departure (m)
Latitude (m)
AB
64.86
16.04
BC
84.51
-71.63
CD
-25.2
DE
76.18
EA
-4.12
12.15
Determine the DMD of line DE.
Chapter 9 Solutions
Elementary Surveying (14th Edition)
Ch. 9 - Prob. 9.1PCh. 9 - Prob. 9.2PCh. 9 - Prob. 9.3PCh. 9 - Prob. 9.4PCh. 9 - Prob. 9.5PCh. 9 - List four pertinent considerations in selecting...Ch. 9 - Prob. 9.7PCh. 9 - Prob. 9.8PCh. 9 - Prob. 9.9PCh. 9 - Prob. 9.10P
Ch. 9 - Prob. 9.11PCh. 9 - Prob. 9.12PCh. 9 - Prob. 9.13PCh. 9 - Prob. 9.14PCh. 9 - Prob. 9.15PCh. 9 - Prob. 9.16PCh. 9 - Prob. 9.17PCh. 9 - Prob. 9.18PCh. 9 - Prob. 9.19PCh. 9 - Prob. 9.20PCh. 9 - Prob. 9.21PCh. 9 - Prob. 9.22PCh. 9 - Prob. 9.23PCh. 9 - Prob. 9.24PCh. 9 - Prob. 9.25PCh. 9 - Prob. 9.26PCh. 9 - Prob. 9.27PCh. 9 - Prob. 9.28P
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- List the disadvantages of an open traverse.arrow_forwardThe path profile between two sites on a contour map that are 20-km apart shows variations in elevation due to mountaineous terrain. The two sites are located at points where the elevation is 200 m above mean sea level (AMSL). The largest elevation of 220 m (AMSL) is found 18-km away from the first site along the path profile. To be clear from any obstructions, determine the minimum height of the antenna (m) if the operating frequency is designed to be at 9 GHz. Assume standard atmospheric conditions.arrow_forwardI need the answer as soon as possiblearrow_forward
- What is the purpose of a total station in surveying?arrow_forwardTable 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m) 1-2 45o 55' 20” 27.468 2-3 125o 01' 00” 38.225 3-4 248o 05' 30” 47.272 4-1 340o 13' 45” 21.612arrow_forwardAnswer in 3decimal places.arrow_forward
- If the angular misclosure for a six-sided polygon traverse is 26”, for what FGCS order and class is this surveyadequate?arrow_forwardWhy do surveyors measure angles using both faces of a total station (i.e., direct and reversed)?arrow_forwardFrom the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES BEARING DISTANCES AB DUE NORTH 400 M BC N 45-00 E 800 M CD S 60-00 E 700 M DE S 20-00 W 600 M EA S 86-59 W 966.34 Marrow_forward
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