Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured errors. The adjusted departures and latitudes are provided below. Course Adj Dep Adj Lat JK 58.30 321.98 KL 116.07 -64.24 LM -97.29 -102.96 MN 76.35 -91.89 NJ -153.43 -62.89 Assume point J has coordinates of N200.00, E100.00. Determine the following: a. The N & E coordinates of all points of the traverse. b. The area of the traverse using the coordinate method. Provide the area in acres (X.XX). c. The area of the traverse using the double meridian distance method. Provide the area in acres (х.XX).
Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured errors. The adjusted departures and latitudes are provided below. Course Adj Dep Adj Lat JK 58.30 321.98 KL 116.07 -64.24 LM -97.29 -102.96 MN 76.35 -91.89 NJ -153.43 -62.89 Assume point J has coordinates of N200.00, E100.00. Determine the following: a. The N & E coordinates of all points of the traverse. b. The area of the traverse using the coordinate method. Provide the area in acres (X.XX). c. The area of the traverse using the double meridian distance method. Provide the area in acres (х.XX).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer all parts of the problem showing as much work as possible and rounding to the correct number of significant figures. Thank You!
Transcribed Image Text:Problem #1
In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured errors.
The adjusted departures and latitudes are provided below.
Course
Adj Dep
Adj Lat
JK
58.30
321.98
KL
116.07
-64.24
LM
-97.29
-102.96
MN
76.35
-91.89
NJ
-153.43
-62.89
Assume point J has coordinates of N200.00, E100.00. Determine the following:
a. The N & E coordinates of all points of the traverse.
b. The area of the traverse using the coordinate method. Provide the area in acres (X.XX).
C.
The area of the traverse using the double meridian distance method. Provide the area in acres
(х.XX).
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