Note: Assume any suitable values for missing data. WCB of Line AB = X*5 (X is one ) Q. The following traverse table contains data taken by theodolite and tape Line WCB AB BC CD DE EA Total Length Station A 69.90 81.00 42.90 37.65 114.60 B C D E Angle 96° 53'03" 75°03' 05" 159° 05′ 03″ 128° 33' 31" the direction of survey is clockwise. 80° 25' 18" (X* 5)° Complete the gales traverse table as follows: Apply all necessary corrections for angles. Find Direction of all other bearings. Find reduced bearings. Find the Latitude and departure of all lines. Apply necessary corrections. Find corrected Latitude and Departure. Find the area by Latitude and Departure method. Find independent coordinates knowing the coordinate for point A Northing=500m, Easting-300m. Find the area by coordinate method.
Note: Assume any suitable values for missing data. WCB of Line AB = X*5 (X is one ) Q. The following traverse table contains data taken by theodolite and tape Line WCB AB BC CD DE EA Total Length Station A 69.90 81.00 42.90 37.65 114.60 B C D E Angle 96° 53'03" 75°03' 05" 159° 05′ 03″ 128° 33' 31" the direction of survey is clockwise. 80° 25' 18" (X* 5)° Complete the gales traverse table as follows: Apply all necessary corrections for angles. Find Direction of all other bearings. Find reduced bearings. Find the Latitude and departure of all lines. Apply necessary corrections. Find corrected Latitude and Departure. Find the area by Latitude and Departure method. Find independent coordinates knowing the coordinate for point A Northing=500m, Easting-300m. Find the area by coordinate method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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![Note: Assume any suitable values for missing data.
WCB of Line AB = X*5 (X is one )
Q. The following traverse table contains data taken by theodolite and tape
Line
Length
WCB
AB
BC
CD
DE
EA
Total
69.90
81.00
42.90
37.65
114.60
Station
A
B
C
D
E
Angle
96° 53' 03"
75°03' 05"
159° 05′ 03"
128° 33' 31"
the direction of survey is clockwise.
80° 25' 18"
(X* 5)°
Complete the gales traverse table as follows:
Apply all necessary corrections for angles.
Find Direction of all other bearings.
Find reduced bearings.
Find the Latitude and departure of all lines. Apply necessary corrections.
Find corrected Latitude and Departure.
Find the area by Latitude and Departure method.
Find independent coordinates knowing the coordinate for point A
Northing=500m, Easting=300m.
Find the area by coordinate method.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2e34c41a-8af3-4df2-b7b0-cda179bf2d80%2Faa2869f8-9f3a-4a24-9b35-2f6d296a172d%2Fewzcl6r_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Note: Assume any suitable values for missing data.
WCB of Line AB = X*5 (X is one )
Q. The following traverse table contains data taken by theodolite and tape
Line
Length
WCB
AB
BC
CD
DE
EA
Total
69.90
81.00
42.90
37.65
114.60
Station
A
B
C
D
E
Angle
96° 53' 03"
75°03' 05"
159° 05′ 03"
128° 33' 31"
the direction of survey is clockwise.
80° 25' 18"
(X* 5)°
Complete the gales traverse table as follows:
Apply all necessary corrections for angles.
Find Direction of all other bearings.
Find reduced bearings.
Find the Latitude and departure of all lines. Apply necessary corrections.
Find corrected Latitude and Departure.
Find the area by Latitude and Departure method.
Find independent coordinates knowing the coordinate for point A
Northing=500m, Easting=300m.
Find the area by coordinate method.
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