Question

In: Civil Engineering

A Seven-sided closed field traverse has the following angles and distances in meters which were measured...

A Seven-sided closed field traverse has the following angles and distances in meters which were measured using a Total station:

AB = 51.7660;

BC = 76.9470;

CD = 37.0700;

DE = 29.2019;

EF = 28.7758;

FG = 36.7056;

GA = 41.9555;

The adjusted angles are as follows:

A = 128˚27’02”;

B = 101˚41’49”;

C = 102˚22’05”;

D = 143˚12’43”;

E = 161˚08’23”;

F = 131˚57’22”;

G = 131˚10’35”;

DE = 29.2019;

EF = 28.7758;

FG = 36.7056;

GA = 41.9555;

azimuth AB =251˚00’00''

question

  1. Compute the coordinates of the traverse stations using coordinates of station A as 1,000.000 N, 1,000.000 E.
  2. Compute the area enclosed by the traverse using the co-ordinate method.
  3. It was decided to divide the traverse into two parts AGFED and DCBA, find the area of each part and the length and direction of AD.

Solutions

Expert Solution


Related Solutions

A Seven-sided closed field traverse has the following angles and distances in meters which were measured...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured using a Total station: AB = 51.7660; BC = 76.9470; CD = 37.0700; The adjusted angles are as follows: A = 128˚27’02”; B = 101˚41’49”; C = 102˚22’05”; D = 143˚12’43”; E = 161˚08’23”; F = 131˚57’22”; G = 131˚10’35”; DE = 29.2019; EF = 28.7758; FG = 36.7056; GA = 41.9555; azimuth AB =251˚00’00'' question Compute the coordinates of the traverse stations using...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured using a Total station: AB = 51.7660; BC = 76.9470; CD = 37.0700; DE = 29.2019; EF = 28.7758; FG = 36.7056; GA = 41.9555; The adjusted angles are as follows: A = 128˚27’02”; B = 101˚41’49”; C = 102˚22’05”; D = 143˚12’43”; E = 161˚08’23”; F = 131˚57’22”; G = 131˚10’35”; azimuth AB =251˚00'00'' question : Compute the coordinates of the traverse stations...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured using a Total station: AB = 51.7660; BC = 76.9470; CD = 37.0700; DE = 29.2019; EF = 28.7758; FG = 36.7056; GA = 41.9555; The adjusted angles are as follows: A = 128˚27’02”; B = 101˚41’49”; C = 102˚22’05”; D = 143˚12’43”; E = 161˚08’23”; F = 131˚57’22”; G = 131˚10’35”; Given the Azimuth of AB is (160˚ 00' 00"). Compute the bearings...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured...
A Seven-sided closed field traverse has the following angles and distances in meters which were measured using a Total station: AB = 51.7660; BC = 76.9470; CD = 37.0700; DE = 29.2019; EF = 28.7758; FG = 36.7056; GA = 41.9555; The adjusted angles are as follows: A = 128˚27’02”; B = 101˚41’49”; C = 102˚22’05”; D = 143˚12’43”; E = 161˚08’23”; F = 131˚57’22”; G = 131˚10’35”; Given the Azimuth of AB is (160˚ 00' 00"). Compute the bearings...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC =...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.947; CD = 37.070; DE = 35.292; EA = 19.192. The adjusted angles are as follows: A = 101°03′19″; B = 101°41′49″; C = 102°22′03″; D = 115°57′20″; E = 118°55′29″. The bearing of AB is N 73°00′00″ E. BC is in the S.E. quadrant.The coordinates of the five(5) corners of the traverse have been computed to be as follows: Corner "A" X Coordinate...
Part 1: A five-sided closed field traverse has the following distances in feet: AB = 647.25;...
Part 1: A five-sided closed field traverse has the following distances in feet: AB = 647.25; BC = 203.03; CD = 720.35; and DE = 610.24; and EA = 285.13. The interior angles are as follows (measured as angles to the right): A = 100º 45' 37"; B = 231º 23' 43"; C = 17º 12' 59"; D = 89º 03' 28"; and E = 101º 34' 24". The bearing of AB is S 53º 04' 43" E. Determine the...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.947; CD = 37.070; DE = 35.292; EA = 19.192.
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.947; CD = 37.070; DE = 35.292; EA = 19.192. The adjusted angles are as follows: A = 101° 03′19″; B = 101° 41′49″; C =102° 22′03″; D = 115° 57′20″; E = 118° 55′29″. The bearing of AB is N 73° 00′00″ E. BC is in the S.E. quadrant. The coordinates of the five(5) corners of the traverse have been computed to be...
Following a closed traverse, the sum of the interior angles was found to vary from the...
Following a closed traverse, the sum of the interior angles was found to vary from the calculated sum by 2 degrees, 30 minutes. The angles were balanced by adding 30 minutes to each of five internal angles. This would be an example of: A. an arbitrarily balanced field angle adjustment. B. mathematical polygon balancing. C. an equally balanced field angle adjustment. D. a poorly conducted traverse.
The following are balanced interior angles to the right for a five-sided traverse. Given the Azimuth...
The following are balanced interior angles to the right for a five-sided traverse. Given the Azimuth of course AB is 250°00’00”, compute and tabulate the azimuths for each side of the traverse. A = 82°13’15” B = 106°35’18” C = 28°45’06” D = 205°14’56” E = 117°11’25”
The following are balanced interior angles to the right for a five-sided traverse. Given the Azimuth...
The following are balanced interior angles to the right for a five-sided traverse. Given the Azimuth of course AB is 250°00’00”, compute and tabulate the azimuths for each side of the traverse. A = 82°13’15” B = 106°35’18” C = 28°45’06” D = 205°14’56” E = 117°11’25”
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT