Problem 11 A survey party proceeded to do their stadia survey work as follows: the transit was set up at a point A and with the line of sight horizontal, took rod readings with the rod at points B and C, which were then to 200m and 60m respectively. measured to have taped distances from Rod B Rod C Stadia Interval 2.000m 0.600m Then they went on to survey other points, with some of the data was recorded as follows: with the transit at point D, two points E and F were sighted. Rod E Rod F Stadia Interval 2.120m 3.560m Vertical Angle 4°22' -3°17' 12. Compute the stadia interval factor.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 11
A survey party proceeded to do their stadia survey work as follows: the transit was set up at a point A and
with the line of sight horizontal, took rod readings with the rod at points B and C, which were then
measured to have taped distances from A to 200m and 60m respectively.
Rod B
Rod C
Stadia Interval
2.000m
0.600m
Then they went on to survey other points, with some of the data was recorded as follows: with the transit
at point D, two points E and F were sighted.
Rod E
Rod F
Stadia Interval
2.120m
3.560m
Vertical Angle
4°22'
-3°17'
12. Compute the stadia interval factor.
Transcribed Image Text:Problem 11 A survey party proceeded to do their stadia survey work as follows: the transit was set up at a point A and with the line of sight horizontal, took rod readings with the rod at points B and C, which were then measured to have taped distances from A to 200m and 60m respectively. Rod B Rod C Stadia Interval 2.000m 0.600m Then they went on to survey other points, with some of the data was recorded as follows: with the transit at point D, two points E and F were sighted. Rod E Rod F Stadia Interval 2.120m 3.560m Vertical Angle 4°22' -3°17' 12. Compute the stadia interval factor.
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