Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygonA track of land has 3 straight boundaries AB, BC, and CD, the fourth boundary DA isirregular, and the measured length are as under:traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of theremaining sidesAB =135mBC= 191mCD= 126mBD= 225mA= 105° 13'14", B = 92° 36 06", C=67° 15 22", D=217° 24'30" and E= 57° 30'38The offsets measure outside the boundary DA to the irregular boundary at a regularinterval of 30m from D are as belilow(Note line BC bears NW)Distance 0.0from DOffset3060901201501800.03.74.94.2283.60.0Determine the area of trackDefine the vertical control for the setting out and mention all the vertical techniquesIf the corrected departure for line AB 2079.1, corrected latitude= 575.764 and thecoordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and lengthof line AB

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Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides A= 105° 13'14", B = 92° 36°06", C=67° 15°22", D=217° 24'30" and E= 57° 30'38" (Note line BC bears NW) If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB

Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the remaining sides A= 105° 13'14", B = 92° 36°06", C=67° 15°22", D=217° 24'30" and E= 57° 30'38" (Note line BC bears NW) If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length of line AB

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) Balance the following interior angles (angles to the right) of a five- sided closed polygon
A track of land has 3 straight boundaries AB, BC, and CD, the fourth boundary DA is
irregular, and the measured length are as under:
traverse. If the azimuth of side AB is fixed at 74° 31'17" calculate the azimuth of the
remaining sides
AB =135m
BC= 191m
CD= 126m
BD= 225m
A= 105° 13'14", B = 92° 36 06", C=67° 15 22", D=217° 24'30" and E= 57° 30'38
The offsets measure outside the boundary DA to the irregular boundary at a regular
interval of 30m from D are as belilow
(Note line BC bears NW)
Distance 0.0
from D
Offset
30
60
90
120
150
180
0.0
3.7
4.9
4.2
28
3.6
0.0
Determine the area of track
Define the vertical control for the setting out and mention all the vertical techniques
If the corrected departure for line AB 2079.1, corrected latitude= 575.764 and the
coordinate of point A, X= 20000, Y= 15000. Find the coordinate of point B and length
of line AB

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