If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters.   What is the angle between Lines AB and AC?

Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

Q: 3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF.…

A:

Q: a. Determine the distance of line 3-4 b. Determine the bearing of line 4-5

A: ASUME L AND ANGLE . TOTAL LATTITUDE AND DEPARTURE MAKE ITS SUM 0

Q: A line 100 m long was paced four times by a surveyor with the following data: 143, 146.50, 142.50,…

A: Answer : Option (c) is correct

Q: Example 9.2. From two triangulation stations A and B the clockwise horizontal an station C were…

A: Given:- Angle BAC=50 o05'25" Angle  ABC=321o55'44" To find:- coordinates of C

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

A:

Q: A) Identify the best line. B) What is the forward and back bearing of the best line? C) Tabulate the…

A: It is given a open compass traverse and asked to calculate forward and backward bearing of the…

Q: From this problem, if the coordinate of A is X = 4858.88 Y = 7432.75, determine the coordinates of B…

A: Lines Azimuth(θ) Distance(l) Latitude (l cosθ) Departure (l sinθ) AB 15o36' l1 l1…

Q: Line to be established A В

A:

Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB

Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC /…

A:

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

A:

Q: 2. Calculate the value of the angles between successive points. Line Distances Azimuth From To (m)…

A:

Q: 15. A surveyor needs to know the distance between points C and B as shown in Figure D. A building…

A:

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: Subtract 103° 32' 00" from 44° 52' 35" and provide answer as the equivalent positive angle in…

A: Given data- Two angles are given 103o32'00" & 44o52'35" To Find- It is needed to subtract…

Q: Find the area of the lot using the given data.

A:

Q: Based on the following, determine the interior angles at A, B, and C. S 86 42 36" w N 62 55 00" E A…

A: AC = S11°47'07''W   CB = S86°42'26''W   AB = N62°55'00''E

Q: 1. Using the information below, determine the following: a. Sketch of the traverse (label properly)…

A:

Q: 1. Surveying plot and label this traverse. compute the distance (using the area of the triangle…

A: Given: Line Adjusted Latitude Adjusted departure AB 9.80 31.87 BC -7.08 5.81 CA -2.76…

Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine The coordinates of all the points. Coordinates of Points B,C,D & E.

Q: The measured slope distance of a line was 882.50 m. The following table shows the slopes for the…

A: It is required to determine the correction for slope. Here, a is the slope angle, and L is the…

Q: List the kinds of horizontal angles observed in surveying?

A: True bearing: The true bearing of the line is the angle measured by the line with respect to the…

Q: Compute area of traverse

A:

Q: Compute for the volume of the cross section using Prismoidal Correction, considering b is 8.0…

A:

Q: Problem 2: Problem 2: Determine the azimuths of the line provided in the following drawing. Line…

A:

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: 1. The length of line AB measured with a 50-m tape is 856.245 m. The tape used is found out to be…

A:

Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

A:

Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: Points C and D have the following coordinates (Northing, Easting). C = (800, 600), D = (450, 350).…

A:

Q: 0-1 19 21 530. 1-2 81 21 23. 2-3 10 45 E 108. 3-4 N 15 30. 4-5 77 26 E 29. 5-6 S 23 120. 6-7 S 23…

A:

Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

A:

Q: N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE…

A:

Q: A close triangular traverse has the following data: LINE BEARING N 60° E DISTANCE АВ 1000m BC Due…

A:

Q: A circle of radius 832.05 ft, centered at point A, intersects another circle of radius 1000.40 ft,…

A:

Q: ea using DPD method. (Balance the traverse using the Compass Rule). e obtained data are as follows:…

A:

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A:

Q: the following offsets are taken from a survey line to a curves boundary line, and the first and the…

A:

Professional survey

A professional survey is a systematic questionnaire that the target audience fills out online, usually by filling out google forms. Professional surveys can vary in length and format. The data is stored on a website and the testing tool usually provides a certain level of data analysis in addition to a professional expert review. Several professional online survey softwares are present worldwide like, SoGoSurvey, SurveyGizmo, SurveyMonkey, Qualtrics, and so on.