Please draw with skitch and step by step calculated. 8-6.The following deflection angles were measured in a traverse that originates at station A with abacksight on station R and closes at station G with a foresight on station S.STATIONABCDEFGFROM ΤΟ MEASURED DEFLECTION ANGLERBACBDCEDFEGFS86° 16' R26° 20' R46° 40' L59° 25' R8° 46' R61° 14' L58° 44' LThe fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What arethe adjusted azimuths and bearings of the intermediate traverse sides?SURV 1A - Angles and Bearings Handout-21theubewoodbabo book

Given: Station From To Measured Deflection Angle A R B 86o16' R B A C 26o20' R C B D 46o40'…

X8-6. The following deflection angles were measured in a traverse that originates at station A with a backsight on station R and closes at station G with a foresight on station S. STATION A B C D E F G FROM TO MEASURED DEFLECTION ANGLE R B 86° 16' R A C 26° 20' R D 46° 40' L 59° 25' R 8° 46' R 61° 14' L 58° 44' L C D E F E F G S The fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What are the adjusted azimuths and bearings of the intermediate traverse sides? SURV 1A - Angles and Bearings Handout-21

X8-6. The following deflection angles were measured in a traverse that originates at station A with a backsight on station R and closes at station G with a foresight on station S. STATION A B C D E F G FROM TO MEASURED DEFLECTION ANGLE R B 86° 16' R A C 26° 20' R D 46° 40' L 59° 25' R 8° 46' R 61° 14' L 58° 44' L C D E F E F G S The fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What are the adjusted azimuths and bearings of the intermediate traverse sides? SURV 1A - Angles and Bearings Handout-21

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

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Please draw with skitch and step by step calculated.

8-6.
The following deflection angles were measured in a traverse that originates at station A with a
backsight on station R and closes at station G with a foresight on station S.
STATION
A
B
C
D
E
F
G
FROM ΤΟ MEASURED DEFLECTION ANGLE
R
B
A
C
B
D
C
E
D
F
E
G
F
S
86° 16' R
26° 20' R
46° 40' L
59° 25' R
8° 46' R
61° 14' L
58° 44' L
The fixed azimuth of AR is 110° 16' 00" and the fixed azimuth of GS is 304° 21' 30". What are
the adjusted azimuths and bearings of the intermediate traverse sides?
SURV 1A - Angles and Bearings Handout-21
theubewoodbabo book

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