An engineer's transit is setup at point B which has an elevation of 145.65m above MSL. Point B is situated between points A and C. Point B is the lowest among the three points. The horizontal distance BA and BC are 180m and 200m respectively. The rod reading at A is 1.50m with the line of sight inclined 15 degrees with the horizontal. The rod reading at C is 1.95m with the line of sight inclined 35 degrees with the horizontal. The height of the instrument/transit is 1.10m from the ground. a) What is the difference in elevation of point A and C? b) What is the elevation of point A?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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An engineer's transit is setup at point B which has an elevation of 145.65m above
MSL. Point B is situated between points A and C. Point B is the lowest among the
three points. The horizontal distance BA and BC are 180m and 200m respectively.
The rod reading at A is 1.50m with the line of sight inclined 15 degrees with the
horizontal. The rod reading at C is 1.95m with the line of sight inclined 35 degrees
with the horizontal. The height of the instrument/transit is 1.10m from the ground.
a) What is the difference in elevation of point A and C? b) What is the elevation of
point A?
Transcribed Image Text:An engineer's transit is setup at point B which has an elevation of 145.65m above MSL. Point B is situated between points A and C. Point B is the lowest among the three points. The horizontal distance BA and BC are 180m and 200m respectively. The rod reading at A is 1.50m with the line of sight inclined 15 degrees with the horizontal. The rod reading at C is 1.95m with the line of sight inclined 35 degrees with the horizontal. The height of the instrument/transit is 1.10m from the ground. a) What is the difference in elevation of point A and C? b) What is the elevation of point A?
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