COURSE DISTANCE BEARING AB 120m S 10° E BC ? N 75° W CD N 45° E DA 100m N 80° E The lengths of BC and CD The area of closed traverse

Q: A closed traverse has the following dat LINE BEARING DISTANCE A-В S 15 36' W 24.22 B-C S 69° 11' W…

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Q: Civil Engineering A and B are two beacons, the coordinates are given below. It is impossible to take…

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Q: a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD…

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Q: Q2: In the traverse below, find the length of CD, so that the point ADH will be on one line Line…

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Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

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Q: Problem 3 For the given data of a close traverse, determine the missing bearing of courses CD and…

A: Station Distance  Bearing Latitude Departure DMD Double Area AB 77 10.35 -61.504087 -46.3276084…

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: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

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Q: LINES AB N 53 27 E BC CD DA N. 5200' W. BEARING DISTANCES 59.82 m. 70.38m. 76.62 m. 95.75 m. S. 66…

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Q: 3. A closed traverse has the following data Bearing N 9.27° E S 88.43° E Course Distance 58.70 1-2…

A: Let the length of course 3-4 = x  Lets convert the quadrant bearing into whole circle bearing…

Q: DISTANCE (m) 300 COURSE BEARING АВ S37°30'E ВС 400 S43°15'W CD 250 N73°00'W DE X N12°45'E EA y…

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Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

A: There are generally two types of methods to find the area of the traverse. They are: 1)Co-ordinate…

Q: Problem 3 For the given data of a close traverse, determine the missing bearing of courses CD and…

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Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

A: To Determine The missing distance of course CD and the bearing of course EF. Solve the AREA using…

Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…

A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Q: A closed traverse has the following data: LINE AB BEARING BC CD DE EA DISTANCE (m) 60.00 72.69 44.83…

A: Line Bearing (B) Distance (m) Latitude (L.CosB) Departure (L. SinB) AB B1 60.00 60.00 (Cos B1)…

Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

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Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

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Q: Field data for traverse 2: Bearing EA: S 10° 14' E Coordinate E: N 1000.00, E 1000.00 Station…

A: Errors occur due to the magnetic objects near the surveying part and due to instrumental and…

Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

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Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: To Determine the area of the traverse using DPD Method.

Q: Given the following technical description the traverse using COMPASS rule and Course Distance…

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Q: LINE DISTANCE BEARING AB 370m N 15° E BC 650 S 86° E CD 475 S 19° W DA 589 N 78° W

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Q: SITUATION 2: For a closed traverse, the data are as follows: Course Вearing S 18° 5' W S 8° 51' E…

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Q: COURSE DISTANCE (m) BEARING AB 668.15 N 58 32' W BC 670.32 S 35 10' W CD 610.68 DE 515.32 EA 448.50…

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Q: c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and…

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Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

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Q: AREA using DMD. Sketch the traverse. LINE DISTANCE BEARING (m) АВ 60 N 50°27' W BC 79 S 18°55' W 97…

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Q: COURSE LATITUDE DEPARTURE АВ 30 -70 BC 70 -30 CD Unknown Unknown DA -80 40 a) What is length of…

A: A closed traverse latitude and departure have been given in the tabulated form and it has been asked…

Q: A closed traverse has the following data: Line Distance (m) Azimuth 1-2 53.70 189°16'12" 2-3 27.30…

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Q: Course Balanced Balanced Departure Latitude Double Area (*) DMD Double Area (-) AB 517.44 -388.84 вс…

A: 1) Length of course BC = Departure2BC+Latitude2BC                                      =…

Q: Problem #3 For the given data of a close traverse, determine the missing bearings of course CD and…

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Q: SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S…

A: The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Q: 32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N…

A: To determine the area of traverse using DMD and DPD method.   First step is to write the Latitude…

Q: Work out included angles from following data Sr. No. Line F.B. AB 40° BC 120° CD 240° 60 DA 340°…

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Q: Problem 5 For the given data of a close traverse, determine the missing distance of course CD and…

A: Given:- Lines Distance (m) Bearing Latitude  Departure DMD Double AB 56 N33o10'E         BC ?…

Q: SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides…

A: DMD of a line = DMD of previous line + Departure of previous line + Departure of present line.   In…

Q: 1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 - 80 BC 80 -40 CD unknown unknown DA -90 50…

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Q: From the data of traverse shown From the data of traverse shown . Which of the following gives the…

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Q: Q5/A Triangular open channel. The available data are: Q = 13.5 (m/s) V = 1 (m/s) n = 0.025 So =…

A: Consider the channel as the most economical triangular channel.

Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

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Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: Solution Close the traverse with line CE and calculate the latitude and departures Lines Length…

Q: A closed traverse has the following data: Line AB BC CD DE EA Distance (m) O 5 36deg 26min W OS…

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Q: Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the…

A: Line  Azimuth from south  Azimuth from North  AB 284°12’ 284°12'-180° =104°12' BC 15°18’…

Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

A: Given data:

Q: 2. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 152 N 21°00' E 2-3 98…

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Q: Q5: Compute the coordinates of the expected position of point I when the Az DI=0°. Distance EI 30° ,…

A: Given Data: The distance DI is, DI=0° The distance EI is, EI=30° The coordinate of point D is, D…

Q: 2. Find the Area of the traverse using DMD and DPD. COURSE ADJUSTED LENGTH ADJUSTED BEARING AB…

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Q: A closed traverse has the following data: LINE DISTANCE BEARING АВ S 70°29' E S 26°28' E S 65°33' W…

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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.