Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. N S 5 Station A B C D [1] E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01" 97°39'53" 137°05'60" 118°16'50" 115°43'35" 112698 115.73

Q: A closed traverse has the ff. data: Lines Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45° 31 W N…

A: The area of the closed traverse can be determined by the following method: a) Coordinate method b)…

Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: Compute Bearing and length of side DA for the closed traverse shown. Formula: Side AB BC CD DA Sum…

A: Length and bearing of the sides is given . Latitude and departure are also given .

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: nearest 01" are listed below: Point Measured Interior Angle A B C D 110°-40'-08" 62°-40'-26"…

A:

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

A:

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.