Question 2Compute the area (in acres) of the irregular tracts of land. (all distances are in feet)Offset PointADEFG21.3StationingOffset79.431+23.452+45.633+12.454+52.345+68.4342232348239692

Answered: Image /qna-images/answer/2b179789-6082-4821-b258-66cda423cd36.jpg

Question 2 Compute the area (in acres) of the irregular tracts of land. (all distances are in feet) Offset Point A D E F G Stationing Offset 21.3 79.43 1+23.45 2+45.63 3+12.45 4+52.34 5+68.43 42 23 23 48 23 96 92

Question 2 Compute the area (in acres) of the irregular tracts of land. (all distances are in feet) Offset Point A D E F G Stationing Offset 21.3 79.43 1+23.45 2+45.63 3+12.45 4+52.34 5+68.43 42 23 23 48 23 96 92

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

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Given the following data of a tract of land, find the length of the dividing line FC. ITT LINE LATITUDE (m) DEPARTURE (m) АВ 490.71 47.27 ВС 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 D Tract Tract CDEF FABC (Area west of line FC) (Area east of line FC) E A O 1498.38 m O 1457.11 m O 1408.18 m O 1338.95 m Dividing Line
In the tabulation of data shown:Take X = 621.22What is the Adjusted Length of Line 5-6 using Compass Rule?
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:
) From the given parcel of lot on the field notes shown: Line Bearing Length (m) Departure(m) Latitude (m) DMD/ DPD DA (m²) A-B Due East 34 B-C Due South 76 C-D Due West 50 DE 72.74 E-A N 60° E Sketch and solve: a) The Missing Data b) The area of the parcel of lot
LINE AB BC CD DE EA DISTANCE 647.25 203.03 720.35 610.24 275.13 balancing the traverse by using transit rule BEARING S 53.08⁰ E $ 5.68⁰ E N 15.53⁰ E N 75.41⁰ W S 26.16⁰ W
11. ADJUSTMENT OF LENGTHS AND BEARINGS. Given in the accom- panying tabulation tures for a property survey. and adjusted bearing of each course. Tabulate all given and computed values accordingly. are the adjusted latitudes and depar- Determine the adjusted length ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N +E - W 117.09 176.83 1-2 1 03.82 2-3 3.67 3-4 166.64 20.34 4-5 27.65 224.05 5-1 86.80 90.21 Sums +194.29 -194.29 +314.26 -314.26 (ENL) ESL) (ΣΕD ) (EWD)
Y (Northig Calculate the area of closed traverse 。g 是 S E 喜蛋加出出湖%。。d 品是目器。 = さ曾 8 a & 8 胃8 88 品品品需品の

Compute by DMDs the area in hectares within a closed-polygon traverse ABCDEFA by placing the X and Y axes through the most southerly and most westerly stations, respectively. Departures and latitudes (in meters) follow.AB: E dep. = 30, N lat. = 40; BC: E dep. = 70, N lat. = 10; CD: E dep. = 30, S lat. = 50; DE: W dep. = 60, S lat. = 40; EF: W dep. = 90, S lat. = 30; FA: E dep. = 20, N lat. = 70
Offset Point A� B� C� D� E� F� G� Stationing 0.00 0 + 54.80 1 + 34.44 2 + 13.02 2 + 98.74 3 + 43.8 4 + 50.17 Offset 13.2 34.2 54.7 85.4 67.9 68.9 23.8 Compute the area between a lake and a straight line AG��, from which offsets are taken at irregular intervals as shown in the table above (all distances in feet). Express your answer in feet squared to four significant figures. Activate to select the appropriates symbol from the following choices. Operate up and down arrow for selection and press enter to choose the input value type areaarea = = ft2
(16) Please provide a solution and diagram if possible.
DIVIDING A TRACT OF LAND INTO TWO PARTS BY A LINE BETWEEN TWO POINTS
AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures of two traverse. By employing the double parallel distance method, determine the area (in sq.m. and ha.) of each traverse. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S +E -W AB 420.75 713.84 BC 296.08 693.05 CD DE 894.37 405.36 501.25 926.54 EF 386.42 695.04 FA 884.53 190.67 Sums +1691.70 -1691.70 +1812.25 1812.25 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E -W |-2 299.30 295.58 223.56 245.77 2-3 338.05 3-4 24.52 8.05 381,36 230.52 4-5 463.09 5-6 6 - 1 626. 11 309. 87 Sums +949.93 -949.93 +772.96 -772.96