The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation of sta. A and B VERTICAL ANGLE HORIZONTAL Station Stadia DIST. A 0.527 1.472 2.367 0° 60 0.779 1.941 2.574 9. 70
The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation of sta. A and B VERTICAL ANGLE HORIZONTAL Station Stadia DIST. A 0.527 1.472 2.367 0° 60 0.779 1.941 2.574 9. 70
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation
of sta. A and B
VERTICAL
ANGLE
HORIZONTAL
Station
Stadia
DIST.
A
0.527
1.472
2.367
0°
60
0.779
1.941
2.574
9.
70](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb379205e-611b-4406-980d-734a0c2591b0%2F8284f9b6-797b-4c01-8444-c6d8a8598c1e%2Fvjgl7ab_processed.png&w=3840&q=75)
Transcribed Image Text:The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation
of sta. A and B
VERTICAL
ANGLE
HORIZONTAL
Station
Stadia
DIST.
A
0.527
1.472
2.367
0°
60
0.779
1.941
2.574
9.
70
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