DRAW THE FINAL DIAGRAM THAT HAS THE DIFFERENCE IN ELEVATIONS AND VERTICAL DISTANCES. LABEL THE DRAWIN
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PLEASE DRAW THE FINAL DIAGRAM THAT HAS THE DIFFERENCE IN ELEVATIONS AND VERTICAL DISTANCES. LABEL THE DRAWING
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- 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 2.5In order to obtain the stadia interval factor of a certain instrument, the stadia rod was held vertically at marked distances of every 25.0m. The stadia interval at each location was observed as follows: 0.251, 0.500, 0.753, and 1.237, respectively. The instrument was then setup over station A, and the corresponding hair readings on a rod held vertically at station B were 1.050, 1.900 and 2.750 with the line of sight horizontal. Calculate the horizontal distance AB.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 Stadia Interval 2.001 m Rod C Stadia Interval 0.600 mThe 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:Stadia Interval 2.120 m Vertical Angle + 4⁰22’ Rod F Stadia Interval 3.560 m Vertical Angle - 3⁰17’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.
- Survey The stadia readings with a horizontal sight on a vertical staff held 40 m away from a tacheometer were 1.385 m and 1.780 m. The focal length of the object glass was 25 cm. The distance between object glass and trunnion axis of the tacheometer was 12 cm. Solve for the stadia interval.Q#15: The following is the data relative to observed stations made on vertically held staff with a tacheometer fitted with an anallactic lens. The constant of instrument was 100. Instrumen Height of axis Staff Stn. W.C.B Vertical Hair Readings Remarks t Stn Angle 2.56 A 12°25' 0°0' 2.88, 3.25, R.L of O = 3.62 230.25 B 60°45' +15°10' 2.83, 3.15, 3.47 Calculate the distance AB, and reduced levels of A and B. O Activate WindowsA 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.
- 1.(a) Following observations were taken with a tacheometer for determining the R.L. of station A. Instrument Height of station Q Q Staff instrument station A 1.600 m 1.600 m 1.650 m B.M P P Vertical Angle +6°12' -4°12' +7°0' Staff reading 0.945, 1.675, 2.405 1.450, 2.380, 3.310 'X', 0.655, 1.255 Remark R.L. of B.M. = 421.625 Reading 'X'could not be observed The instrument was fitted with an anallactic lens, and the value of multiplying constant was 100.00. Calculate the R.L. of station A.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.The following tacheometric observations were made from station A to stations 1 and 2. The height of the instrument above the ground was 1.52 m. Take stadia interval factor and constant as 100 and 0, respectively. If the staff was inclined by 1° to the vertical, solve for the following:a. Error in horizontal distance if the staff is inclined towards theinstrument for the line A-1. b. Error in the vertical distance if the staff is inclined away from theinstrument for the line A-2. c. If the elevation of point 1 is 115.673 m, determine the correctelevation of point 2.
- 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°17PROBLEM II 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m. Points B & C are ahead of point A. internally focusing telescope with a stadia interval factor of 100. The following data was recorded as observed for points B & c. The surveyor used an Vertical Stadia Hair Readings (m) RQD/Point Angle Upper Middle Lower -25°15' 2.316 1.877 1.438 C -45°57' 3.333 2.011 0.689 (a) What is the stadia constant of the instrument? (b) What is the slope distance between the telescope at point A and the rod reading at point B? (c) What is the difference in elevation between point B & C? (d) What is the slope distance between the ground surface at point B and the ground surface at C? (e) What is the elevation of point C if point A is at an elevation of +0316.15m above mean sea level? -end-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.