LINE ADJ. DEP. ADI. LAT 1-2 +2.29 20.55 2-3 57.91 +11.26 3-4 -3.47 +19.7 4-1 +59.09 -10.41

Q: Given the following traverse: Line Distance Bearing 1-2 38.00 N40-00W 2-3 40.00 S50-00W 3-4 40.00…

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Q: The algebraic sum of latitude and departure of a five-sided tract of land are as follows: EL = -…

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Q: The areas in cut of two irregular sections 65 meters apart are 36m and 72m2 respectively. Base width…

A: Given data Distance between end area=65m End area, A1 =36m2 End area, A2 =72m2 Base width of…

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

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Q: From the given data of a closed traverse. LINES DISTANCE BEARING АВ 368.76 N 15°18' E S 85°46' E S…

A: The data of the closed traverse is given.

Q: 4. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 80.40 N 76°00' E 2-3…

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Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

A: Given data: Problem 1. Chainage (m) 0 25 50 75 100 125 150 Offset (m) 0 5.49 9.14 8.53 10.67…

Q: LFrom the given compound data of a five-sided lot a. Compute the bearing of line CD. b. Compute the…

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Q: Q1/B/ Find the area of the close traverse having the following data by the coordinate method and the…

A: To Determine The area of the close traverse having the following data by the coordinate method and…

Q: Situation No. 1: The baseline AB of a triangulation systemis equal to 400m. long. Station C and D…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: For the given traverse, do the following: 1. Find the distance of CD and DE. 2. Find the Area of the…

A: We have to find the length of line CD and DE

Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

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Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: Given the following data of a closed traverse. 田 TRIAL NUMBER DISTANCE (m) BEARING N 17°35' E S…

A: Distance of side and angle of sides of closed traverse are given in the tabulated form and it has…

Q: 1. The lot ABCDEFA is a closed traverse (clockwise) in the form of a regular hexagon with each side…

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

A: Given closed traverse For closed traverse summation of latitudes and departures is equal to zero…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

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Q: Determine the area of the closed traverse which was formed by joining the points (1,4), (0,-3),…

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Q: Q.NO 02: Following data was obtained during Theodolite traversing: Line Latitude 125.3 Departure…

A: Data given: Line Latitude Departure AB 125.3 99.5 BC 83.3 229.5 CD…

Q: Асcordingly, Bx %3D? none 3) 35 C) 49.5 го) 70

A: To find Bx

Q: .Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

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Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Q: GIVEN THE CROSS SECTION NOTES OF AN EARTHWORK BETWEEN STA. 2+300 TO 2+450. ASSUME BOTH STATIONS TO…

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Q: 1. From the given technical description of a lot, determine the azimuth from south of the line BC…

A: The given in quations are as follows, Lines Azimuth from south Distance(m) AB 228°20' 529.60…

Q: Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m…

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Q: 8. Determine the area of the following closed traverse. A= N1000.00, E1000.00; B= N1123.17,…

A: Point North(Y) East (X) A 1000 1000 B 1123.17 1140.67 C 1035.83 1239.63 D 837.56 1171.59 E…

Q: PREPARE A PROFILE LEVELING NOTES FOR THE SURVEY ILLUSTRATED BELOW 4.66 3.98 1.20 5.11 1.80 4.42 4.30…

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Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

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Q: 4. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 80.40 N 76°00' E 2-3…

A: A closed traverse is generally a series of connected lines and their lengths and bearings are…

Q: Determine the area of the traverse Survey data : 400 - A (250,80) -B (270,380) -C (50,350) 300 -D…

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Q: From the given technical description of a lot. Lines Bearing Distances (m) AB N 48°20' E 529.60 BC N…

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Q: d. Adjust the traverse using Compass Rule e. Adjust the traverse using Transit Rule BEARING DISTANCE…

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Q: 1) B.B. of line PQ is N 35° W, Find it's F.B.   (ii) F.B. of line AB is 182°, Find it's B.B.…

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Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

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Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

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Q: · A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

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Q: . The following bearings of the lines observed for closed traverse BCDA. Correct the bearigs of…

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Q: Given the following data, find the area of the traverse using DMD method. LINE BEARING DISTANCE 1-2…

A: To find :- Area of the given traverse using DMD method. Latitude = LcosQ Departure = LsinQ Where Q…

Q: COURSE LENGTH (m) BEARING / AZIMUTH AB 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown…

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Q: Check if the traverse closes. After checking and closing, get the area by using either DPD or DMD. B…

A: Solution;

Q: A closed traverse has the following data: Line Bearing Distance (m) AB N 30deg 30min W 56.50 BC N…

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Q: A closed traverse was surveyed and the resulting values of latitudes and departures were computed.…

A: From the given traverse table, we have Total error in…

Q: From the following traverse. Compute the area enclosed by the traverse. Line Bearing Distance N 48.5…

A: The bearing and the distance for the traverse are missing. First we find the bearing and distance of…

Q: A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51…

A: The latitude of a line is its projection on north-south meridian and is equal to the length of the…

Q: LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24…

A: Line Distance(m)  (l) Azimuth θ Latitude (L) L=cosθ Departure (D) D=lsinθ AB 647.25 306.92…

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

A: For Closed traverse conditions Sum of latitudes = 0 Sum of departures = 0 For 3-4 line length = L1…

Q: Given the following traverse notes for a closed traverse: AZİMUTH LINES DISTANCE АВ 225°00' 1200 m…

A: Given- A closed traverse ABCA. Azimuth of line AB and BC are 225°00' and 346°00' respectively. It is…

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.