A survey party preceded to do their stadia survey work as follows:The transit was set-up at point A with the line of sight horizontal rod readings were taken on rod at points B andC, which were then measured and have taped distances from A to 200m and 60m respectively. StadiaIntercept at Rod B and Rod C were observed as 2.001m and 0.600m respectively. The stadia constant wasrecorded as 0.30m.They went on to survey other points with the transit at point D, two points E and F were sighted and the datawas recorded as follows:Stadia InterceptVertical AngleRod E2.120m+04°22"Rod F3.560m-03°171. Compute the Stadia Interval Factor.2. Compute the horizontal distance EF.3. Compute the difference in elevation between points E and F. Elevation of three hills was recorded as per below tabulation.STATIONSELEVATIONALPHA (1+052)680mBRAVO (13+052)645mCHARLIE (28+052)620m1. Compute the elevation of line of sight at Station Bravo with the instrument placed at Station Alpha such thatStation Charlie would be visible from Station Alpha.2. Assuming that Station Bravo will obstruct the line of sight from Station Alpha while observing Station Charlieand a 4m tower was constructed on top of Station Bravo. Compute the height of equal towers to beconstructed at Station Alpha and Station Charlie in order that both three stations are visible with each other.3. Without constructing any tower at station Bravo, what height of tower must be constructed at Station Charlieso that both Station Bravo and Charlie would be visible from Station Alpha?

Condition 1 Horizontal reading for station B (D1) = 200 m Horizontal reading for station C (D2) = 60…

A survey party preceded to do their stadia survey work as follows: The transit was set-up at point A with the line of sight horizontal rod readings were taken on rod at points B and C, which were then measured and have taped distances from A to 200m and 60m respectively. Stadia Intercept at Rod B and Rod C were observed as 2.001m and 0.600m respectively. The stadia constant was recorded as 0.30m. They went on to survey other points with the transit at point D, two points E and F were sighted and the data was recorded as follows: Rod E Rod F Stadia Intercept Vertical Angle 2.120m 3.560m +04°22" -03°17" 1. Compute the Stadia Interval Factor. 2. Compute the horizontal distance EF. 3. Compute the difference in elevation between points E and F.

A survey party preceded to do their stadia survey work as follows: The transit was set-up at point A with the line of sight horizontal rod readings were taken on rod at points B and C, which were then measured and have taped distances from A to 200m and 60m respectively. Stadia Intercept at Rod B and Rod C were observed as 2.001m and 0.600m respectively. The stadia constant was recorded as 0.30m. They went on to survey other points with the transit at point D, two points E and F were sighted and the data was recorded as follows: Rod E Rod F Stadia Intercept Vertical Angle 2.120m 3.560m +04°22" -03°17" 1. Compute the Stadia Interval Factor. 2. Compute the horizontal distance EF. 3. Compute the difference in elevation between points E and F.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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