LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N 50°17' E ? N 65° 23' W LATITUDE DEPARTURE

Q: The following bearings were observed in a close traverse. Find the included angles and correct the…

A: When the bearing is correct the difference between the fore bearing and back bearing is exactly the…

Q: An equilateral triangle plot ABC is surveyed with compass in clockwise route. The fore bearing of…

A:

Q: Line Bearing N60°E Distances АВ 1000 m BC Due South CA N60°W

A:

Q: Topic: Surveying Earthworks Given the following cross-section notes for a road in cut: +2.5/X +C/0…

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Q: A line passes through the point (-10, 1) and has a slope of 21 Write an equation in slope-intercept…

A: Given:- point is (-10,1) and slope is 1/2

Q: Surveying question: In the quadrilateral ABCD, the following angles are measured; Angle BCD = 33…

A: Given- Angle BCD = 33 Angle ADC = 34.5 Angle ACB = 49.5 Angle ADB = 37.5

Q: 0.35m 0.35 LOS 105m

A:

Q: The following bearings were observed in a close traverse. Find the included angles and correct the…

A: Declination = 4° 30 ' W AB = 90 m, BC = 90 m and CD = 60 m

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