Question
In: Civil Engineering
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 bearings of each side
Solutions
Expert Solution
The bearings (forward and backward) are to be determined.
As there is no type of bearing system asked I'm providing the answers in both quadrant bearing and whole circle bearing systems.
Ally Wells answered 1 year agoRelated Solutions
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...
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...
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;...
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...
Course AB of a five sided traverse runs due north. From the given balanced interior angles...
Course AB of a five sided traverse runs due north. From the
given balanced interior angles to the right, compute and tabulate
the bearings and azimuths from north for each side of the traverses
in problem. A = 77 DEG. 23' 26" B = 125 DEG. 58' 59" C = 105 DEG.
28' 32" D.= 116 DEG. 27' 02" E. = 114 DEG. 42' 01"
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”
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