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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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