etermine the azimuths for the traverse below. AZAB, AZBC, AZCA.

Q: Two intersecting lines A-B and C-D have azimuths A-B= 45deg. 33' 45", C-D= 309deg 11'20". What is…

A: The azimuth of line AB is 45deg 33'45" and the azimuth of line CD is 309deg11'20", Line AB and CD…

Q: 12 5612 285 34' Determine interior angle 0, if the azimuth taken from north of line OA and OB, 285…

A:

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

A:

Q: Q4A) Compute only the most probable value of the horizontal angle to the right < CBA. Theodolite…

A: To find :

Q: Can we not assume, since we EF azimuth is given

A:

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…

A:

Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Given: Point Angle Bearing AB = N76-32-44E %3D A 75°01'24" В 41°19'20" C 251°04'40" D 54°06'24"…

A: Note:  As azimuth of A, B, C, D, and E gave in the problem so, we are solving only the azimuth of…

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

A:

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

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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…

A:

Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…

A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'

Q: A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in…

A: Given:-  A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B…

Q: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

A:

Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: Situation 4] From the given data ofa dlosed traverse, The adjusted bearing of BC using compassrule.…

A:

Q: Q3/ complete (LAT, DEP) of travers ABCDE Station Azimuth Length Latitude Departure A 26 10' 285.10 B…

A: As per guidelines we are supposed to answer only 1 question so repost rest questions separately

Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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

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Q: 59. The back staff reading on a B.M. of R.L. 500.000 m is 2.685 m. If foresight reading on a point…

A: given- Reduced level of BM=500 mBack staff reading BS=2.685 mforesight readig FS=1.345 m

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: Find the level of Poin A (Azimuth. OA.Oc) From the diagram below A verteal angle e = 47° 15m 4.5 B…

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Q: Find the first moment of the shaded area with respect to x-axis

A: Given the diagram shown below:-

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

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Q: Problem 2 C Computation of Back Azimuth from North and Back Bearing of the Lines 30° 118°37' 120°28'…

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Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

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Q: 7777711

A:

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…

A: Given data- A table showing data for points A &amp; B given- To Find- The azimuth of line BC.

Q: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

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: 7. Determine whether the planes are parallel, orthogonal, or neither. 4x - 20y – 4z = 8 3x - 15y –…

A: If theta = 00 or 180⁰ : planes are parallel     theta = 90⁰          : planes are perpendicular

Q: L 91 29 12 B R 268 31 06

A:

Q: The length of a traverse line CD is 316.48 m and the magnetic azimuth from south of the line is 153…

A: Departure is given byD=length×sinbearingbearing=azimuth form northbearing=180°+153°54' = 333°54'

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.