The table below shows the field measurements for a traverse A, B, C, D, E, if the Azimuth of AB = 290° and the coordinate of point A (1000,1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A АВ 50 290° В 90° ВС 65 C 950 CD 61 120° DE 50 E

Q: Course Azimuth AB 75°14'47" BC CD DE EA Length (m) 409.838 360.225 342.213 337.191 85.125 Interior…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: Given the balanced Azimuths for the 4 sided traverse below, calculate the new internal angles.…

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Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

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Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

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Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: Q1). The interior angles and lengths are given in below table, were obtained in a closed- loop…

A: Easting of point A = 2500 Northing of point A = 3000 Required : 1- The correct coordinates of all…

Q: Q3- Correct the following traverse and compute station coordinates: station A (x-1000m,b=1000m) AB B…

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Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding 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.