A survey party proceeded to do their stadia survey work as follows: the transit wasset up at a point A and with the line of sight horizontal, took rod readings with the rod at point B and C, which were then measured to have taped distances from A to 200 m., and 60 m. respectively. the stadia intercept at Rod B and Rod C were observed as 2.001m and 0.600m respectively. The distance from the center of the instrument to the principal focus was recorded as 0.30 m. Then they went on to survey other points, with some of the data recorded as follows: with the transit at point D, two points E and F were sighted. a. Compute the stadia interval factor. b. Compute the horizontal distances DE and DF c. Compute the differences in elevation between points D and E and points D and F.
A
a. Compute the stadia interval factor.
b. Compute the horizontal distances DE and DF
c. Compute the differences in elevation between points D and E and points D and F.
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