A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE. (EXPRESS YOUR AN PUT UNITS) TABLE 1 POINTS LINES DISTANCE BEARING AZIMUTH INTERIOR ANGLE DEFLECTION A AB 101m 232 BC 200m 47 C CD 240m N 49 W D DA 126m 149, R Determine the correction of latitude of line AB. Determine the correction of departure of line BC. Determine the corrected latitude of the line DA. Determine the correction of latitude of line AB.

Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

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

A: 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: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

A:

Q: .  Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

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…

Q: Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine…

A: calculate all the bearings of all three stations:

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.