NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two pointsand 2. To cut off a required area by a line through a given point1.CourseABBCCDDEEFFASumsGiven in the accompanying tabulation are the adjusted latitudes and departures of a parcel of landAdj NorthAdj South LatitudeAdj west departureAdj EastDeparture238.36313.67585.18120.02Latitude408.25165.08173.40+746.73 m163.40361.72221.61746.73+1257.63350.43906.80This parcel of land will be divided into two parts by a line running from station F to station Ca.What is the length of the dividing line running from sta F to sta Cb. What is the bearing of the dividing line FCC.What is the area east of the dividing line(parcel CDEF) in hectares1257.63

Answered: Image /qna-images/answer/b17f3661-14e1-4499-99ee-2730f1a8e6c3.jpg

NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two points and 2. To cut off a required area by a line through a given point 1. Given in the accompanying tabulation are the adjusted latitudes and departures of a parcel of land Course Adj west departure Adj North Adj South Latitude Adj East Departure Latitude 408.25 238.36 313.67 585.18 120.02 AB BC CD DE EF FA Sums 165.08 163.40 361.72 221.61 173.40 +746.73 m This parcel of land will be divided into two parts by a line running from station F to station C a. What is the length of the dividing line running from sta F to sta C b. What is the bearing of the dividing line FC C. What is the area east of the dividing line(parcel CDEF) in hectares 746.73 350.43 906.80 +1257.63 1257.63

NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two points and 2. To cut off a required area by a line through a given point 1. Given in the accompanying tabulation are the adjusted latitudes and departures of a parcel of land Course Adj west departure Adj North Adj South Latitude Adj East Departure Latitude 408.25 238.36 313.67 585.18 120.02 AB BC CD DE EF FA Sums 165.08 163.40 361.72 221.61 173.40 +746.73 m This parcel of land will be divided into two parts by a line running from station F to station C a. What is the length of the dividing line running from sta F to sta C b. What is the bearing of the dividing line FC C. What is the area east of the dividing line(parcel CDEF) in hectares 746.73 350.43 906.80 +1257.63 1257.63

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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Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80 375.50 410.90 158.50 Direction S 06⁰ E S 40° W N 81° W N 48° E S 88° E 0.83 0,79 0.71 0,81 O 0.90 O
Line MN, 25Em long, was paced five times by the surveyor and recorded as follows: Trial No. Distance 121 2 122 3 120 4 124 122 Another line OP was paced four times again with the following results: Trial No. Distance 1 122 2 314 311 4 322 Determine the actual length of line OP. 1,
For the given set of adjusted latitudes and adjusted departures shown in the accompanying tabulation, determine the area of the traverse (in sq. m. and ha.) using the double parallel method. ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E -W 1 - 2 281.28 281.06 449.32 2 - 3 168.75 337.56 281.22 3-4 450.66 112.50 4 - 5 450.03 225.08 5 - 6 335.86 6 - 1 450.06 +1011.60m -1,011.60 m +900.09 m -900.09 m Sums
Fill in the elevation blanks in the chart at the bottom.
1. For the given BALANCED latitudes and departures, calculate the area using the DMD method. Side N AB BC CD DE 400 100 EA 300 SE W 300 500 0 What is the area? 8.72 acres 3.90 acres 7.80 acres 400 17.45 acres 400 0 200 600
questions by completing the tabulation below. What is the adjusted length of line AB using transit rule? COMPUTED LATITUDE COMPUTED DEPARTURE LINE DISTANCE (m) BEARING E 517.46 20.09 N 647 25 203.03 720.35 610.24 275.13 S 53.08-E S5.68- E N 15.53-E N 75.41- W S 26.16- W 388.80 202.03 AB BC CD DE 694.05 192.87 EA SUMS COMPASS METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE 4.89 1.53 5.45 ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED АВ BC CD DE 2.63 0.83 2.93 -391.43 -202.86 691.12 512.57 18.56 187.42 644.91 203.71 716.08 S 52.63-E S5.23 E N 15.17 E EA SUMS TRANSIT METHOD ADJUSTED LATITUDE DEPARTURE LATITUDE DEPARTURE ADJUSTED LENGTH ADJUSTED BEARING LINE CORRECTION ADJUSTED AB BC CD DE EA SUMS N 15.43 E N 75.67- W S 26.32- W 4.12 0.91 1.46 2.48 7.60 1.56 689.93 152.81 -248.41 190.39 598.16 -122.86 715.72 617.37 277.13 ADJUSTED LATITUDE -391.43 -202.86 691.12 ADJUSTED DEPARTURE 512.57 18.56 187.42 COURSE DMD 2A DPD 2A 512.57 1043.70 1249.68 -391.43 -985.72 497.46…
Q.4. 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.
300 N 5m 180 N From the given figure, find the moment at point O in Nm.
i need the answer quickly
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
22.) Line MN, 251m long, was paced five times by the surveyor and recorded as follows: Trial No. Distance 1 121 2 122 3 120 4 124 5 122 Another line OP was paced four times again with the following results: Trial No. Distance 1 122 2 314 3 311 4 322 Determine the actual length of line OP.
In the tabulation of data shown:Take X = 621.22What is the Adjusted Length of Line 5-6 using Compass Rule?