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Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and the bearing of EA have not been observed in the field. LINE AB BC CD DE EA 35. Determine the length of closing line. a. 3532.08 m 36. Determine the angle of closing line. a. N 14°E b. 2283.05 m b. S 16° 02' E LENGTH 1,084.32 1,590.51 1,294.74 UNKNOWN 1,738.96 c. 2353.08 m CN 23° 57 W BEARING $75°48' E $ 15°18' W S 68° 06' W N 28°39' W UNKNOWN d. 3283.80 m d. 509° 13' E

Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and the bearing of EA have not been observed in the field. LINE AB BC CD DE EA 35. Determine the length of closing line. a. 3532.08 m 36. Determine the angle of closing line. a. N 14°E b. 2283.05 m b. S 16° 02' E LENGTH 1,084.32 1,590.51 1,294.74 UNKNOWN 1,738.96 c. 2353.08 m CN 23° 57 W BEARING $75°48' E $ 15°18' W S 68° 06' W N 28°39' W UNKNOWN d. 3283.80 m d. 509° 13' E

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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Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and the bearing of EA have not been observed in the field. LINE AB BC CD DE EA 35. Determine the length of closing line. a. 3532.08 m 36. Determine the angle of closing line. a. N 14°E b. 2283.05 m b. S 16° 02' E LENGTH 1,084.32 1,590.51 1,294.74 UNKNOWN 1,738.96 c. 2353.08 m CN 23° 57′ W BEARING $75°48' E $15°18' W S 68° 06' W N 28°39' W UNKNOWN d. 3283.80 m d. 509° 13' E
Transcribed Image Text:Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and the bearing of EA have not been observed in the field. LINE AB BC CD DE EA 35. Determine the length of closing line. a. 3532.08 m 36. Determine the angle of closing line. a. N 14°E b. 2283.05 m b. S 16° 02' E LENGTH 1,084.32 1,590.51 1,294.74 UNKNOWN 1,738.96 c. 2353.08 m CN 23° 57′ W BEARING $75°48' E $15°18' W S 68° 06' W N 28°39' W UNKNOWN d. 3283.80 m d. 509° 13' E
37. Determine Line DE. a. 2425.36m 38. Determine the bearing of line EA. a. N 54° 84' E b. 2573.16m b. N 84° 54' E c. 1738.96m C.S 15° 48' E d. 569.81m d. S 68 39 W
Transcribed Image Text:37. Determine Line DE. a. 2425.36m 38. Determine the bearing of line EA. a. N 54° 84' E b. 2573.16m b. N 84° 54' E c. 1738.96m C.S 15° 48' E d. 569.81m d. S 68 39 W
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