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In: Civil Engineering

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.

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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...
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