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The following data has been obtained for the sides of a traverse: Table 3: Traverse raw data Side Bearing Length (m) AB S 44°36' W 112.700 BC S 11°05'E 149.062 CD N 82°22'E 145.085 DE N 34°55'E 149.415 EF N 22°24' W 121.592 FA S 80°16' W 134.451 5. Draw a rose diagram and calculate the internal angle for each corn of the traverse. Each rose diagram should include labels for the four cardinal points, the traverse sides, the bearing angle and the internal angle. Make sure to show your calculations. Diagrams can be drawn on AutoCAD or by ha 6. Compare the sum of the computed angles with the theoretical sum of the internal angles for a polygon, using: Theoretic sum of internal angles = (n-2)x260° where n is the number of sides of the polygon. 7. Determine the latitudes and departures for each side of the traverse and present the results using the tabular format shown in Table 2. Side Bearing Length (m) AB Table 4: Latitudes and departures Latitude (m) North (+) South (-) Σ Departure (m) East (+) West (-)

The following data has been obtained for the sides of a traverse: Table 3: Traverse raw data Side Bearing Length (m) AB S 44°36' W 112.700 BC S 11°05'E 149.062 CD N 82°22'E 145.085 DE N 34°55'E 149.415 EF N 22°24' W 121.592 FA S 80°16' W 134.451 5. Draw a rose diagram and calculate the internal angle for each corn of the traverse. Each rose diagram should include labels for the four cardinal points, the traverse sides, the bearing angle and the internal angle. Make sure to show your calculations. Diagrams can be drawn on AutoCAD or by ha 6. Compare the sum of the computed angles with the theoretical sum of the internal angles for a polygon, using: Theoretic sum of internal angles = (n-2)x260° where n is the number of sides of the polygon. 7. Determine the latitudes and departures for each side of the traverse and present the results using the tabular format shown in Table 2. Side Bearing Length (m) AB Table 4: Latitudes and departures Latitude (m) North (+) South (-) Σ Departure (m) East (+) West (-)

Structural Analysis
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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The following data has been obtained for the sides of a traverse: Table 3: Traverse raw data Side Bearing Length (m) AB S 44°36' W 112.700 BC S 11°05'E 149.062 CD N 82°22'E 145.085 DE N 34°55'E 149.415 EF N 22°24' W 121.592 FA S 80°16' W 134.451 5. Draw a rose diagram and calculate the internal angle for each corn of the traverse. Each rose diagram should include labels for the four cardinal points, the traverse sides, the bearing angle and the internal angle. Make sure to show your calculations. Diagrams can be drawn on AutoCAD or by ha 6. Compare the sum of the computed angles with the theoretical sum of the internal angles for a polygon, using: Theoretic sum of internal angles = (n-2)x260° where n is the number of sides of the polygon. 7. Determine the latitudes and departures for each side of the traverse and present the results using the tabular format shown in Table 2. Side Bearing Length (m) AB Table 4: Latitudes and departures Latitude (m) North (+) South (-) Σ Departure (m) East (+) West (-)
Transcribed Image Text:The following data has been obtained for the sides of a traverse: Table 3: Traverse raw data Side Bearing Length (m) AB S 44°36' W 112.700 BC S 11°05'E 149.062 CD N 82°22'E 145.085 DE N 34°55'E 149.415 EF N 22°24' W 121.592 FA S 80°16' W 134.451 5. Draw a rose diagram and calculate the internal angle for each corn of the traverse. Each rose diagram should include labels for the four cardinal points, the traverse sides, the bearing angle and the internal angle. Make sure to show your calculations. Diagrams can be drawn on AutoCAD or by ha 6. Compare the sum of the computed angles with the theoretical sum of the internal angles for a polygon, using: Theoretic sum of internal angles = (n-2)x260° where n is the number of sides of the polygon. 7. Determine the latitudes and departures for each side of the traverse and present the results using the tabular format shown in Table 2. Side Bearing Length (m) AB Table 4: Latitudes and departures Latitude (m) North (+) South (-) Σ Departure (m) East (+) West (-)
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