Calculate the vertical index difference and vertical angle in Tab
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Calculate the vertical index difference and vertical angle in Tab.
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- vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’Given:Upper reading = 1.64 mMiddle reading = 1.57 mLower reading = 1.51 mVertical Middle Angle = 10°32’00”Elev of point A = 333 mH of instrument = 1.2 mK = 100Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.The following data were obtained by stadia observation: vertical angle, + 12deg 51 min; upper and lower stadia hair reading, 4.311 and 3.730 m, respectively. the rod reading was taken at 3.785m above the stadia point A and the height of instrument set up at point B is 1.620m. If the stadia interval factor is 99.5 and the stadia constant is 0.381m, what is the vertical distance? a.54.098 b.94.780 c.12.620 d.26.364
- The following data were obtained by stadia observation: vertical angle, +12deg 30 min; upper stadia hair reading and lower stadia hair readings, 4.500 and 3.250m, respectively. The rod reading was taken at 3.875m above the stadia point at A and the height of instrument above the instrument station, B, is 1.620m. If the stadia interval factor is 99.5 and the instrument constant is 0.381m, compute the horizontal distance between theinstrument stationand the stadia point. Compute also the difference in elevation between the two ground points.use of stadia reduction tables. From an instrument station a backsight was made on a turning point and the following data were obtained: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m Stadia constant = 0.381m Stadia interval factor = 95.5m Observed vertical angle = -15 30’ Height of instrument above occupied station = 1.495m Elevation of turning point = 463.24m Determine the elevation of the instrument station using values taken from stadia reduction tables.The following data were obtained by stadia observation: vertical angle, +12deg 30min; upper stadia hair reading and lower stadia hair readings, 4.5m and 3.25m, respectively. The rod reading was taken at 3.875m above the stadia point at A and the height of instrument above the instrument station at B, is 1.62m. If the stadia interval factor is 99.5 and the instrument constant is 0.381m, what is the horizontal distance between the instrument station and the stadia point?
- From the give data: The station A where the transit is placed has an elevation of 93.13 meters. The height of the telescope above the station mark is 1.75 meters. The rod is placed at station B with a vertical angle of +5º24’. The rod reading at B was 1.64m and the stadia intercept was 0.86 meters. Also, the stadia interval factor was known to be 100 and stadia constant was 0.30 Determine the following: A. The horizontal distance between A and B.b. The vertical distance at B.c.. The elevation of B.The following data were obtained by a stadia measurement; vertical angle is 30deg23mins, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the D, V, S and the Difference in elevation. (D= distance, V= Vertical Distance, S= Sight distance) Topic: Tacheometric Surveying Pls answer in COMPLETE solution. DIAGRAM/ILLUSTRATION of the solution is a must, for better understanding. 3 dec places all answers. THANK YOU.kindly answer immediately this is in the surveying subject -If the azimuth is 270°, the compass quadrant bearing is: choices: a. S 6° W, b. due west, c. 6° SW, d. due NW -On Problem ABC. What will be the probable error of the single. choices: a.0.028, b.0.020, c. 0.035, d. 0.022 -Responsible to the accuracy and speed of all linear measurements of tape choices: a. Head tape man, b. Rear tape man, c. Rodman, d. Pacer -If the azimuth is 111°, the compass quadrant bearing is: choices: a. S 69° E, b. N 11° W, c. E 11° S, d. 21°
- UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING When an alidade and a plane table were set up over a point the elevation of the line of sight of the alidade was 406.29m. In order to determine the elevation of point M. the stepping method was used. The interval intercepted between the stadia hairs on a rod held on M was 1.95m. After the line of sight was depressed for five steps from the horizontal line of sight, the rod reading at the horizontal cross hair was 2.62m. Determine the elevation of point M.The length intercepted on the stadia rod is 3.6 m and the line of sight makes an angle of 3deg15’ with the horizontal. Find the distance, in meters, from the center of the instrument to the rod, if the stadia constant is 0.3 m and the stadia interval factor is 100.a. 172.43 b. 179.74 c. 196.87 d.187.36pls answer I need it asapSurveying Question: A differential leveling circuit starts at benchmark Concrete Benchmark (Elevation=232.051m) goes out to an unknown benchmark and then continues to a known control point (Elevation=227.975m). Two turning points are used with the measurements included in the attached table. Determine the elevation of the unknown benchmark Determine the order and class of the survey. For First order Class 1: Allowable Error= +/- 4(K)1/2 Range of Constant= m less than/equal to 4 For First Order Class 2: Allowable error= +/- 5(K)1/2 Range of constant= m greater than/equal to 4, and m less than equal to 5 (between 4 and 5) For Second Order Class 1: Allowable error = +/- 6(K)1/2 Range of Constant = m greater than/equal to 5, and m less than equal to 6 (between 5 and 6) For Second Order Class 2: Allowable error = +/- 8(K)1/2 Range of Constant = m greater than/equal to 6, and m less than equal to 8 (between 6 and 8) For Third Order, Any Class: Allowable Error = +/-12(K)1/2 Range…