A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of land and reads directions and measures distances as given in the table. Line Azimuth (°) Distance (m) XA 29 433.28 XB 155 545.17 XC 192 495.2 XD 304 557.63 Find the area (m2) of the land.

A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of land and reads directions and measures distances as given in the table. Line Azimuth (°) Distance (m) XA 29 433.28 XB 155 545.17 XC 192 495.2 XD 304 557.63 Find the area (m2) of the land.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1. How many standard meridians are there in 105o? 2.The algebraic sum of latitude and departure of…

Q: Fundamentals of Surveying All azimuths are measured from South. All angles must be written to the…

Q: For the following triangulation network, find the coordinates of all points. If the coordinates of…

A: DistancesFrom triangle ABC Using Sine's law we can write On solving we get BC = 504.644 mAC = 710.46…

Q: of latitude and departure of a six-sided tract of la = + 1.18 m. If the total length of boundary is…

A: According to given data Boundary Length = 455.56 mLatitude error (EL) = -1.35 mDeparture Error (DL)…

Q: Calculate the correct length of line BC for the given lot. (Use 3 decimal place for latitude and…

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

Q: LINE Bearing Distance EA S60°E 700.00 m AB S20°W 600.00 m BC S86° 59'W 968.09 m CD Due North 400.00…

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

A: Given: Required to find: 1. What is the total area included within the traverse in acres. 2. what…

Q: the contour interval of this topographic

A: A counter interval is the vertical distance or difference in elevation between contour lines. Index…

Q: 6 1 point What is the adjusted elevation of point TP 1 from question 5? 657.20 ft 657.19 ft 765.20…

A: Step 1: Calculate the initial elevation for each point We begin by calculating the elevation for…

Q: 1. answer this Traverse Area Computation and plot one of the area using northings and eating.…

Q: Recorded Information for the Closed Traverse COURSE BEARING LENGTH* N 30° 30' E N 75° 30' W АВ 56.50…

Q: How do I find the square footage? It’s 1.8097 acres and the small measurements are in ft.

A: Given the area in acres as 1.8097. The area has to be converted into the square footage.

Q: If the coordinates of A are 4205.000N and 2370.000E, calculate the coordinates of 8, Cand D using…

A: To compute the coordinates of the stations and calculate the area of the closed traverse. Given,…

Q: 5. Mr. Blue owns a property in Land-O-Fairies that he wished to survey. For that purpose, he bought…

A: Given data -Plane coordinateof surveyed cornersFind out -Area of the property ?

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

Q: 8. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures in the accompanying…

Q: 3) The coordinates of a four-sided polygon traverse RSTUR as follows Point mE mN A 679.11 775.87 В…

A: DMD means the Double Meridian Distance. Double meridian distance is used to determine the area of…

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

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: 12.34 82 86' 85' so 87 86 85 8' E 50 ft+ 50 ft 50 ft+50 ft+S0 ft-+ 50 ft+50 ft+ 50 ft

Q: 2. answer this Traverse Area Computation and plot one of the area using northings and eating.…

Q: Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both…

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: 3. Calculate surface are of the site "ABCDE", if the survey results are: Distance (ft) Right Angle…

Q: below, ethod. Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17

A: Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17 5…

Q: What is rock's minimum principal stress? (A) 72.33 kPa (B) 72.53 kPa Ⓒ 72.23 kPa (D) 72.63 kPa

A: Using formula

Q: Given the following data of a tract of land below Adjusted Latitude Adjusted Departure Line N (+)…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: Given To find Length and direction of line AD

Q: A polygon traverse has the following coordinates shown below. Calculate the area within the traverse…

A: The given coordinates are shown…

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

Q: Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel…

Q: 3) The coordinates of a four-sided polygon traverse RSTUR as follows Point mN A 679.11 775.87 В…

A: Method for computation of AREA 1. Double Meridian Distance. 2. Double Parallel Distance. 3. Area by…

Q: 3. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

Q: ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N +E -W AB 715.20 1200.53 414.29 1735.58 401.78 BC CD DE…

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 15 20 30…

A: To Find :- 1. Area using trapezoidal method 2. Area using simpson's 1/3 rule 3. Difference in area…

Q: panying tabulation are the Eures for a property survey. and adjusted bearing of each computed values…

Q: a) A polygon traverse has the following coordinates shown below. Calculate the area within the…

A: The area of a closed non-crossing plane polygon can be computed from the coordinates of the polygon…

Concept explainers

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.

Question

A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of land and reads directions and measures distances as given in the table.

Line	Azimuth (°)	Distance (m)
XA	29	433.28
XB	155	545.17
XC	192	495.2
XD	304	557.63

Find the area (m²) of the land.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

An irregular lot was surveyed to obtain its area. Compute for the lot’sarea using DPD method. (Balance the traverse using the Compass Rule).The obtained data are as follows: *SHOW COMPLETE SOLUTION
LINE BEARING LENGTH LAT DEP DMD AREA AB N28 19'E 560.27 +493.12 +256.66 1098.18 +541,535 BC N56°23'W 484.18 +267.97 -403.29 960.55 +257,399 CD S08°50'W 375.42 -371.04 -57.72 499.54 -185,349 DE S45°10'W 311.44 -219.64 -220.91 220.91 -48,521 EA S67°45'E 449.83 -170.41 +416.26 416.26 -70,935 AREA = (494,129)/2=247,065 SQ. FT 5.672 ACRES C D E A NOT TO SCALE TUDLNI VERSIUN
Determine the following area east of a line running from ? to ? and calculate the length and bearing of ??.
An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method. (Balance the traverse using the Compass Rule). The obtained data are as follows:
234 kPa 67.8 kPa 101 kPa 31° B 101 kPa 234 kPa
Please solve the Traverse, and fill out the chart below. Include Sketch Markings if possible.
A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA Length(m) 101.01 140.24 99.27 C B D A E Direction 00°00'00" 77°55'30" 173°37'20" D D 137.137 11.027 L sine L 101.01 29.337 -98.656 L cose AD=151.515m,0=257°55′37" O AD=144.735m,0=77°55′37″ O AD=151.515m,0=77°55′37" O AD=145.735m,0=257°55'37" AD=144.735m,9=257°55′37″ O
(16) Please provide a solution and diagram if possible.
DIVIDING A TRACT OF LAND INTO TWO PARTS BY A LINE BETWEEN TWO POINTS
234 kPa 67.8 kPa 101 kPa 31° B 101 kPa 234 kPa
fundamentals of surveying. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures of two traverses. By employing the double parallel distance method, determine the area (in sq. m. and ha.) of each traverse.