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 0.525 1.237 2.775 0° 95 B 0.748 1.254 2.572 92

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 0.525 1.237 2.775 0° 95 B 0.748 1.254 2.572 92

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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Question

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
0.525
1.237
2.775
0°
95
B
0.748
1.254
2.572
2
92

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