The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation of sta. A and B VERTICAL HORIZONTAL ANGLE Station Stadia DIST. A 0.742 1.54 2.327 0° 93 0.556 1.13 2.837 10 150
The following measurements were taken using a theodolite that was not moved. Calculate the difference in elevation of sta. A and B VERTICAL HORIZONTAL ANGLE Station Stadia DIST. A 0.742 1.54 2.327 0° 93 0.556 1.13 2.837 10 150
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 HORIZONTAL
ANGLE
Station
Stadia
DIST.
A
0.742
1.54
2.327
0°
93
B
0.556
1.13
2.837
10
150
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