Two stations A and B are 540 m apart. From the following triangulation stations C and D on opposite sides of AB, the following angles were observed θ1=∠ACD=54°72'  θ2=∠DCB=41°24'  θ3=∠ADC=49°18' θ4=∠BDC=47°12'

Q: From the following measured interiror angles of a five sided figure, compute the following: Station…

A:

Q: 6. From a two inaccessible but intervisible points A and B, the angles to two triangulation stations…

A:

Q: Which of the following about the Total station is/are false? O a. Total Station is an…

A: option a) total station is an electronic instrument which is used for various survey operations,…

Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

A:

Q: ANGLE CORRECTION ADJUSTED VALUE OBSERVED VALUES 92 °50'40" AOB ВОС COD DOA 131 48'40" 77 °30'30 57…

A:

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A:

Q: Station Sight (+) Stadia Sight (-) Stadia Elev. ВМА 510,38 6,920 6,240 5,360 5,470 4,210 4,330 TP1…

A:

Q: No need to show solutions. Table 2. Interior Angle Traverse STA STA MEAN OBSERVED INTERIOR ANGLE…

A:

Q: From the given data of a differential leveling as shown in the tabulation: Backsight Foresight…

A: There are 7 stations and back sight, fore sight of those stations were given. The elevations of all…

Q: Data of a closed traverse are as follows: Compute the distance of line (5-1) a. 206.92 m b. 374.97 m…

A: Let distance 3-4 be x and distance 5-1 be y

Q: A total station was setup on top of point A. The following observations have been recorded: Vertical…

A: The station and target points can be laid out as   sin 15° 44' 14'' = x170.666 x = 46.289 m sin 17°…

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: Time 2.35 - : 20 69 58 * ل 17° 16 35 97 69 360 TTU 58 057 58 20" to 35 جو کی 5 77 ا 53 35

A:

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

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

A:

Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

A:

Q: Line Length Azimuth AB 357.20 99°45' BC 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using…

A:

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

A: To find corrected departure of BC using compass rule

Q: Situation 4. In the given tabulation below the adjusted departures of closed traverse are given.…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

A:

Q: 1. What is the linear error of closure? a. 0.113 b. 0.250 c. 0.045 d. 0.453 2. What is the balanced…

A: rror of latitudes:∑ Lat=415-210.16-204.51=0.33Error of Departures:∑…

Q: 4. The prizimoidal method is used to compute the ......... a. Distance b. area c. volume

A: To Determine:Prizimoidal method used in computation of Theory:Prizimoidal method : It is used to…

Q: 4.) (10 Points) Latitude and Departure Given the observed data of a closed traverse, determine the…

A:

Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: Required :- Bearing of the line between point A & C.

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

A:

Q: Q5) If |BC| = 166.176 m , determine Azimuth (AB),|AB| and coordinates of point C %3D x=906.54m B…

A: coordinates at A=XA,YA=879.94,88.09  and  Azimuth =θABB=XB,YB=906.54,253.95  and  Azimuth…

Q: The length and bearing of each course of a closed traverse are as follows; line AB, 500m, S 45° 30'…

A:

Q: L 91 29 12 B R 268 31 06

A:

Q: The coordinates of control points A (1395.454, 1078.806), and L(1268.855, 1028.419). Calculate the…

A:

Q: Q.2) Answer ONE from the following: A) Compute the coordinates of the traverse points Q, R, S, and…

A: Given:

Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: To Determine Bearing of line between point A and C.

Q: pl P2 89°50' 268° 81°35' | 185°35' 102°10' N 95°5' 80°25' P4 P3 270°30' 90°25' 191°

A:

Q: SEATWORK:Traverse Adjustment using Compass Rule. Given the following tabulation, adjust the…

A:

Q: For a traverse containing 10 sides, what would be the correction applied for the first side, if it…

A: Option (b) is the correct answer.

Q: Situation; The angles about polnt have the following observed values: 87°0750", 125 1720", and…

A:

Q: Two Stations A and B are 540 m. apart. From the following triangulation stations C and Don opposite…

A:

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.