A survey party proceeded to do their stadia survey work as follows. The transit was set up at A and with the line of sight horizontal, took rod reading at points B and C which is 300m and 80m from A respectively. With rod at B, the stadia interval was recorded to be 3.001m and with the rod at C, the stadia interval was recorded to be 0.800m. The distance from the instrument to the principal focus was recorded to be 0.30m. Then they went to survey other points with some of the data recorded as follows with the transit at point D, the two points E and F were sighted.
A survey party proceeded to do their stadia survey work as follows. The transit was set up at A and with the line of sight horizontal, took rod reading at points B and C which is 300m and 80m from A respectively. With rod at B, the stadia interval was recorded to be 3.001m and with the rod at C, the stadia interval was recorded to be 0.800m. The distance from the instrument to the principal focus was recorded to be 0.30m. Then they went to survey other points with some of the data recorded as follows with the transit at point D, the two points E and F were sighted.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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