Question
In: Civil Engineering
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”
Solutions
Ally Wells answered 10 months agoRelated Solutions
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”
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"
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.
Balance the interior angles of the traverse by applying equal corrections to each angle. If the...
Balance the interior angles of the traverse by applying equal
corrections to each angle. If the azimuth (from north) of side EA
is fixed at 169° 46', calculate the preliminary azimuths of the
remaining sides. Report in D-M-S format. Interior Angles: A = 96°
05'; B = 95° 20'; C = 65° 15'; D = 216° 22'; and E = 67° 08'.
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...
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...
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