A civil Engineer, in his haste, forgot to record the data of the closing line of his traverse, the field notes of which reflects the following record. Line Azimuth Distance 1-2 321°40 140.25 m 2-3 51°27' 77.52 m 3-4 130°50' 65.10 m 4-5 225°00' 108.64 m 5-1 1. Compute the bearing of line 5-1 2. Compute the distance of line 5-1 3. Compute the area enclosed by the traverse. 4. Sketch the diagram of the closed traversed. 5. Show the solutions.
A civil Engineer, in his haste, forgot to record the data of the closing line of his traverse, the field notes of which reflects the following record. Line Azimuth Distance 1-2 321°40 140.25 m 2-3 51°27' 77.52 m 3-4 130°50' 65.10 m 4-5 225°00' 108.64 m 5-1 1. Compute the bearing of line 5-1 2. Compute the distance of line 5-1 3. Compute the area enclosed by the traverse. 4. Sketch the diagram of the closed traversed. 5. Show the solutions.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A civil Engineer, in his haste, forgot to record the data of the closing line of his traverse, the field notes of which reflects the following record.
- Compute the bearing of line 5-1
- Compute the distance of line 5-1
- Compute the area enclosed by the traverse.
- Sketch the diagram of the closed traversed.
- Show the solutions.
Transcribed Image Text:A civil Engineer, in his haste, forgot to record the data of the closing line of his
traverse, the field notes of which reflects the following record.
Line
Azimuth
Distance
1-2
321°40
140.25 m
2-3
51°27'
77.52 m
3-4
130°50'
65.10 m
4-5
225°00'
108.64 m
5-1
1. Compute the bearing of line 5-1
2. Compute the distance of line 5-1
3. Compute the area enclosed by the traverse.
4. Sketch the diagram of the closed traversed.
5. Show the solutions.
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