SHOW COMPLETE SOLUTIONS 2. Complete the missing data. DISTANCE (meter) BEARING LINE 1-2 S 73.45° E N 18.19° E S 74.21° E S 19.710 W S 81.90° W N 52.88° W 2-3 123.4450 3-4 140.2336 4-5 146.3536 5-6 164.8688 6-7 194.7219 7-1 96.3024

Q: Q: A not to scale sketch illustrating a theodolite measuring the top of a shed shown below with the…

A: Given data in question  Slope distance 264.948 m Horizontal angle 215°52`28`` Vertical angle…

Q: traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume…

A:

Q: A differential levelling circuit began on BM Mil and closed at BM Oak with the elevations indicated…

A:

Q: I would like an example of how to calculate the bearing and the distances. I can't seem to figure…

A: Information required: Northing represents latitude and Easting represents departure. Given:  For…

Q: Given the three-wire leveling note below, find the elevation of BM2 and perform the customary…

A: Given: The data for the three-wire levelling is given as: To Determine: The elevation of BM2 and…

Q: Complete table 2. Show complete and detailed solution of the table. Use QUADRANTAL BEARINGS.…

A: To find  Latitude and departure and it's correction. Then corrected Latitude and Departures.

Q: Convert and perform the following and show the answer in bearings: S87°19’33’’W + 19°12’59’’

A:

Q: Given the table calcula.e the following: A) Length of the closing line selected in the figure B)…

A:

Q: 10). What are the bearings of sides CD, DE, EA, and AB in the accompanying figure? B A 73°15'19"…

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Q: Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30"…

A: A closed traverse ABCDEA is given. The bearing of line DE is S81°42'15''E The sum of latitudes =…

Q: In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12…

A: To determine the magnetic bearing of the line today.

Q: The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B с…

A: Length of the line L=20 mBearing S 30o ELatitude of the line = ?

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.