solve #6 1. Balance the following interior angles (angles to the right) of five sided closed...
Question 5 The four-sided, closed traverse has the following angles and distances: Az. 306 31 A 38° 30 B 100 38' C 149° 50 D 85° 59 E 165 03 AB 371.006 m BC 110.222 m CD 139.872 m AB 103.119 m AB 319.860 m Side AB has an azimuth of 306 31' (a) Perform the angle check and correct internal angles as needed. (b) Compute both bearings and azimuths for all sides (c) Compute the latitudes and departures for...
For parcel ABCDE find the azimuths of sides AB, CD and De and the angles (turned to the right) at A and C. Angle to the right 100°35'30" ABC BCD CDE DEA EAB 120°42'10" (i.e., 120°48'10") 7242'00" (i.e., 77°42'00") 7470 12061 Azec=190°35'30" Aze=325°32'00" D Problem 7: (6 points) For traverse T1-A-T2 the departures and latitudes based on the balanced azimuths and the distance measurements are listed in the table below. DY [ft] Side T1-A A-T2 Length [ft] 614.37 811.07 DX...
Surveying answer it please 1. (PART A) For the following table determine the latitude and departures. Using the latitude and departures determine if the traverse survey closes or not. Course Azimuth AB BC CD Distance 164.95' 88.41' 121.69 115.89 68.42 71°11' 149°00 224°18 291°13 352°39 (PART B) Determine the error of misclosure. Also calculate the precision ratio. (PART C) Balance latitude and departure of all traverse sides using compass rule. (PART D) Compute coordinate of the traverse stations using coordinates...
do it as table. Here is the list of elevations, distances, and external angles for your use in completing the lab report where you calculate the following items: Interior angles Balance interior angles Azimuths from interior angles and given azimuth for line from A to B Latitudes and Departures Balance Latitudes and Departures Calculate balanced coordinates Calculate readjusted azimuths and distances from balanced coordinates Summary Field Information Exterior Angle Point ElevationDistanceDegreeMinuteSecond 48 99.78 52 207 195.11 15 99.54 80 260.76...
1. Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the coursed of the traverse shown below. 2- Balance the latitudes and departure by using the compass rule. N C 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E 8993730 121°2930 0 PR: 524230 961130 23128 A320 A N 10000 E 10000 3 N:100.00 E-100.00...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
1) An observer fails to check the bubble of a level and it is off two divisions on a 100-m sight. If the sensitivity of the bubble is 20-sec, what error would there be in the reading? 2 ) The following azimuths are from the north: 329°20’, 180°35’, 48°32’, 170°30’, 145°25’, 319°35’, 350°45’, 95°49’, 11°30’, 235°45’. Express these directions as (a) azimuth from the south, (b) back azimuths, (c) bearings. 8) 6.7 The following azimuths are reckoned from the north:...
Compute Interior angles, exterior angles, tabulate the azimuths and bearings of the sides (AB, BC, CD, DA) of a given closed traverse for given the bearings of the sides. Prove your work. ہی ہم اور کم کے 2*4 کد
Please your own work Here is the list of elevations, distances, and external angles for your use in completing the lab report where you calculate the following items: Interior angles Balance interior angles Azimuths from interior angles and given azimuth for line from A to B Latitudes and Departures Balance Latitudes and Departures Calculate balanced coordinates Calculate readjusted azimuths and distances from balanced coordinates. Summary Field Information Exterior Angle Point Elevation Distance Degree Minute Second 207 52 99.78 48 195.11...
10: (20 Points) A three sided closed traverse starts at line AB, which has an azimuth of 240° 30 has the measurements as follows. Traverse Sketch Length Agle (to the right) Angk Side AB 145.53 BC 281.78 CA 350.52 ABC AB 254.12 BCA 336.54 CAB 309.12 (1) Sketch (15 Points): the traverse below. The traverse must be oriented correctly relative to north and be approximately to scale. Label the angles, the points, and the lengths of the sides (2) Determine...