Q.1. A five-sided field traverse has the following angles: A = (101° 28'38"): B= (102° 10'54") : C = (104° 42'18"); D=(113°04'54"); E=(118° 34'16"). The lengths of the sides are as follows: AB = 50.276 m: BC = 26.947 m: CD = 37.090 m; DE = 35.292 m: EA = 20.845 m. The bearing of %3! EA is (N 20° 20'20"W), and AB is in the N. E. quadrant. a) Compute the bearing of DC and azimuth of ED. )Determine the linear error of closure (E) and the precision ratio. ) Determine the balanced latitude of DC and the balanced departure of CB using the b) c) compass rule. d) ins) If the coordinates of station A are (1000.000 N, 1000.000 E), compute the coordinates of "D" station. e) s) Compute the area enclosed by the traverse using the coordinate method.
Q.1. A five-sided field traverse has the following angles: A = (101° 28'38"): B= (102° 10'54") : C = (104° 42'18"); D=(113°04'54"); E=(118° 34'16"). The lengths of the sides are as follows: AB = 50.276 m: BC = 26.947 m: CD = 37.090 m; DE = 35.292 m: EA = 20.845 m. The bearing of %3! EA is (N 20° 20'20"W), and AB is in the N. E. quadrant. a) Compute the bearing of DC and azimuth of ED. )Determine the linear error of closure (E) and the precision ratio. ) Determine the balanced latitude of DC and the balanced departure of CB using the b) c) compass rule. d) ins) If the coordinates of station A are (1000.000 N, 1000.000 E), compute the coordinates of "D" station. e) s) Compute the area enclosed by the traverse using the coordinate method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q.1. A five-sided field traverse has the following angles: A= (101° 28'38"); B = (102° 10'54"):
C= (104° 42'18"); D= (113°04'54"); E=(118° 34'16"). The lengths of the sides are as follows:
AB = 50.276 m; BC = 26.947 m; CD = 37.090m; DE = 35.292 m; EA = 20.845 m. The bearing of
EA is (N 20° 20'20"W), and AB is in the N. E. quadrant.
а)
Compute the bearing of DC and azimuth of ED.
b)
Determine the linear error of closure (E) and the precision ratio.
c)
) Determine the balanced latitude of DC and the balanced departure of CB using the
compass rule.
d)
oins) If the coordinates of station A are (1000.000 N, 1000.000 E), compute the coordinates
of "D" station.
s) Compute the area enclosed by the traverse using the coordinate method.
Calculation errors will not be tolerated. Solution procedure will be evaluated with the exact results. Please
be careful.
All calculations should be shown in detail. Otherwise, answers of the questions will not be evaluated.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F364e32ef-51fb-470c-8086-9e6cf03b2426%2F8225325e-d292-45be-bc84-74bb4f055941%2F0jlxsv_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q.1. A five-sided field traverse has the following angles: A= (101° 28'38"); B = (102° 10'54"):
C= (104° 42'18"); D= (113°04'54"); E=(118° 34'16"). The lengths of the sides are as follows:
AB = 50.276 m; BC = 26.947 m; CD = 37.090m; DE = 35.292 m; EA = 20.845 m. The bearing of
EA is (N 20° 20'20"W), and AB is in the N. E. quadrant.
а)
Compute the bearing of DC and azimuth of ED.
b)
Determine the linear error of closure (E) and the precision ratio.
c)
) Determine the balanced latitude of DC and the balanced departure of CB using the
compass rule.
d)
oins) If the coordinates of station A are (1000.000 N, 1000.000 E), compute the coordinates
of "D" station.
s) Compute the area enclosed by the traverse using the coordinate method.
Calculation errors will not be tolerated. Solution procedure will be evaluated with the exact results. Please
be careful.
All calculations should be shown in detail. Otherwise, answers of the questions will not be evaluated.
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