Calculate the area of the land whose coordinates are given below.(9, 26)(25, 19)17 -31(12, 11)O a) 227O B) 438OC) 113.5OD) 109.5O TO) 219

As the given land is in the shape of a triangular shape. The area of a triangle is described as the…

Answered: Calculate the area of the land whose…

Engineering

Civil Engineering

Calculate the area of the land whose coordinates are given below. (9, 26) (25, 19) 21 31 (12, 11)

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

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Calculate the area of the land whose coordinates are given below.
(9, 26)
(25, 19)
17 -
31
(12, 11)
O a) 227
O B) 438
OC) 113.5
OD) 109.5
O TO) 219

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Given the following data of a tract of land, determine the area east of a line running from F to C. LINE LATITUDE (m) DEPARTURE (m) AB 490.71 47.27 BC 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 B Tract FABC (Area west of line FC) Tract CDEF (Area east of line FC) E A O 95.91 Hectares O 116.30 Hectares O B3.87 Hoctares O 105.54 Hectares
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2. The four corners M, N, O, and P of a rectangular building having the coordinates given in the table, are to be set out from control station Q by a total station instrument. Calculate the WCB and distance to establish each corner of the building. The coordinates of Q are E 938.945 m, N 825.484 m. Corner East North 624.037 215.878 1568.761 635.225 1249.965 1334.136 429.649 1198.236 MNOP
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
From the given tract of land having the following data, compute the following: LINES LATITUDE DEPARTURE A-B +40 -80 B-C +80 -40 C-D -30 +70 C-A -90 +50 10. Double meridian distance of line CD. +210 b. -170 a. C. +190 d. -103 11. Double parallel distance of line CD. a. +210 b. -170 C. +190 d. -103 12. Area of tract of land in acres. 1.861 b. 1.681 C 1.186 d. a. 1.168
17) Please include a solution and diagram if possible.
Provide sol., and diagram if possible
The coordinates of traverse station of closed traverse ABCDE are: A (0,0),B (170, 320),C (470, 90),D (340, -110), E (-40, -220). Calculate the area .of traverse 148200 m² O 148310 m² O 148400 m² O 148300 m² O
Convert 48 15' 26" to centesimal units O 43.4315 O 53.6191 O 31.2254 O 56.8024
B. Profile Leveling Station BM Road 0+00 0+20 1+00 2+00 2+60 3+00 3+90 4+00 4+35 TP1 5+00 5+54 5+74 5+94 6+00 7+00 TP2 8+00 9+00 9+25.2 9+25.3 9+43.2 BM Store Σ BS 10.15 7.34 2.56 HI FS 11.47 5.26 0.76 IFS 9.36 9.80 6.50 4.30 3.70 7.10 11.70 11.20 9.50 8.40 11.08 10.66 11.06 10.50 4.40 1.20 3.90 3.40 4.60 2.20 Elevation 360.48 ft
Need asap ty