Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the lincar error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B.C.D, and E Cocrdinates (m) Observations Further information MEASURED ANGLE (interior, left to side right| 101' 24' 00" (CBAE) DISTANCE Station E N (m) () AZIMUTH A 1000 1000 AB 4015.8 Due East B | 149 13' 00" BC 3822.0 80° 58' 30" CD 3682.8 D 116 19' 00" DE 5790.3 92 04' 30" EA 3501.0

Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the lincar error of closure and the precision ratio of the traverse. 4- Find the Adjusted Coordinates of points B.C.D, and E Cocrdinates (m) Observations Further information MEASURED ANGLE (interior, left to side right| 101' 24' 00" (CBAE) DISTANCE Station E N (m) () AZIMUTH A 1000 1000 AB 4015.8 Due East B | 149 13' 00" BC 3822.0 80° 58' 30" CD 3682.8 D 116 19' 00" DE 5790.3 92 04' 30" EA 3501.0

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Q1: for the traverse in the table below:
1- Draw a sketch
2- Balance the angles
3- Compute the lincar error of closure and the precision ratio of the traverse.
4- Find the Adjusted Coordinates of points B.C.D, and E
Cocrdinates (m)
Observations
Further information
MEASURED ANGLE
(interior, left to
side right
101' 24' 00" (<BAE)
DISTANCE
Station E
(m) ()
AZIMUTH
N
A
1000
1000
AB
4015.8 Due East
B
149 13' 00"
BC
3822.0
80 58' 30"
CD
3682.8
116' 19' 00"
DE
5790.3
92 04' 30"
EA
3501.0

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