Please answer, thankyou bartleby! Problem 11A survey party proceeded to do their stadia survey work as follows: the transit was set up at a point A andwith the line of sight horizontal, took rod readings with the rod at points B and C, which were thenmeasured to have taped distances from A to 200m and 60m respectively.Rod BRod CStadia Interval2.000m0.600mThen they went on to survey other points, with some of the data was recorded as follows: with the transitat point D, two points E and F were sighted.Rod ERod FStadia Interval2.120m3.560mVertical Angle4°22'-3°17'12. Compute the stadia interval factor.

We have to determine the value of stadia interval factor of the given stadia survey and the data…

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.

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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PROBLEM 1: 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 point B and C, which were then measured to have taped distances from A to 200 m., and 60 m. respectively. Rod B Rod C 0.600 m Stadia Interval 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. 2.001 m Rod E Rod F Stadia Interval 2.120 m 3,560 m Vertical Angle + 4°22' - 3°17' 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.
PROBLEM 1: 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 point B and C, which were then measured to have taped distances from A to 200 m., and 60 m. respectively. Rod C 0.600 m Rod B Stadia Interval 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. 2.001 m Rod E Rod F Stadia Interval Vertical Angle 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 Dand F. 2.120 m + 4°22" 3.560 m - 3°17
A survey party proceeded to do their stadia survey work as follows. The transit was set upat A and with the line of sight horizontal, took rod reading at points B and C which is 300mand 80m from A respectively. With rod at B, the stadia interval was recorded to be 3.001mand with the rod at C, the stadia interval was recorded to be 0.800m. The distance fromthe instrument to the principal focus was recorded to be 0.30m. Then they went to surveyother points with some of the data recorded as follows with the transit at point D, thetwo points E and F were sighted.Rod at E Stadia interval = 2.25mVertical Angle = +4030’Rod at F Stadia interval = 3.56mVertical Angle = -3030’a. Compute the stadia interval factorb. Compute the horizontal distance DEc. Compute the difference in elevation between E and F assuming elevation of D is350.42m above sea level.
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: Stadia Intercept Vertical Angle Rod E 2.120m +04°22" Rod F 3.560m -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.
I need Answer of A only A. A tachometric surveying was conducted to obtain some readings forinaccessible points, where it was found that the multiplying and additiveconstants are 98 and 0.1, respectively. The instrument was setup at point C and the readings listed in the table were taken while the staff was held vertically. Calculate the horizontal distance between BM and station D. Also, calculate the reduced level of station D. Figure 1 shows a schematic view of the site.
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 DFc. Compute the differences in elevation between points D and E and points D and F.
5. 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. Stadia interval = 2.25m Rod at E Vertical Angle Stadia interval Vertical Angle = +4°30' = 3.56m Rod at F = -3°30' a. Compute the stadia interval factor b. Compute the horizontal distance DE c. Compute the difference in elevation between E and F assuming elevation of D is 350.42m above sea level.
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 point B and C, which were then measured to have taped distances from A to 200 m., and 60 m. respectively. Rod B 2.001 m Rod C 0.600 m Stadia Interval 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. Rod E Rod F Stadia Interval Vertical Angle 2.120 m 3.560 m + 4°22' 3°17' 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 Tachometer is set up at an intermediate point on a survey line PQ and the following observations were made on a vertically held staff. Staff intercept 1.235 m 1.115 m Axial hair readings 2.445 m 1.335 m Staff station Vertical angle 15° 20 ' 50" 12° 40 ' 10 " i) Compute length of the line PQ. 2.5 ii) Compute R.L of Q, if R.L of P is 189.66 m 2.5
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5. 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. Stadia interval = 2.25m Rod at E Vertical Angle = +4°30' Stadia interval = 3.56m Rod at F Vertical Angle = -3030' a. Compute the stadia interval factor b. Compute the horizontal distance DE c. Compute the difference in elevation between E and F assuming elevation of D is 350.42m above sea level. 6. The upper and lower stadia hair readings on a stadia rod held at station B were observed as 3.50 and 1.00m respectively, with…
A tachometric surveying was conducted to obtain some readings forinaccessible points, where it was found that the multiplying and additiveconstants are 98 and 0.1, respectively. The instrument was setup at point C and the readings listed in the table were taken while the staff was held vertically. Calculate the horizontal distance between BM and station D. Also, calculate the reduced level of station D. Figure 1 shows a schematic view of the site.