Question 5 The four-sided, closed traverse has the following angles and distances: Az. 306 31 A...
solve #6
1. Balance the following interior angles (angles to the right) of five sided closed polygon traverse. If the azimuth of side AB is fixed at 218 59 30, calculate the azimuths of the remaining sides. A-132°47 06, B-108"46 18, C= 107。19 37, D-81.50 36. E-109.16 18, (Note: Line BC bears SE) Compute departure and latitudes, linear misclosure and relative precision for the traverse of problem above, if the length of the side (in feet) are as follows: AB...
An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths and bearings of sides AB, BC, CD. Line Azimuth Bearing AB BC 106°27'09" 110°16'54"R 35°03' 25" L
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...
The data in the table below is for a closed-polygon
traverse.
The data in the table below is for a closed-polygon traverse. Part A Course Azimuth Length Interior Angles Compute the preliminary bearings. AB BC 75°14'47" 422.838 A= 12°25'31" 380.225 B=48°19'25" 338.213 C = 126°37'24" 331.191 D= 46°03'36" 70.125 E=306°34'19" AzAB=75°14'47", AzBC=31334'09", Azcd=25°11'30", Azpe=116°10'00", Azea=224°49'19" AxAB=75°00'47", AxBC=303°00'09", AzcD=250°00'30", Axpe=116°00'03", AxbA=242°00'19" AZAB=57°14'47", AZBO=30334'09", Azcd=250°11'30", Azpe=116°15'03", AzEA=242° 49'19" AzAB=75°14'47", AZBC-303 34'09", AzcD=250°11'30", Azpe-116°15'03". AzEA=242° 49'19" Submit Previous Answers ✓ Correct Correct Part...
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...
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:...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.947; CD = 37.070; DE = 35.292; EA = 19.192. The adjusted angles are as follows: A = 101°03′19″; B = 101°41′49″; C = 102°22′03″; D = 115°57′20″; E = 118°55′29″. The bearing of AB is N 73°00′00″ E. BC is in the S.E. quadrant.The coordinates of the five(5) corners of the traverse have been computed to be as follows: Corner "A" X Coordinate...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.947; CD = 37.070; DE = 35.292; EA = 19.192. The adjusted angles are as follows: A = 101°03′19″; B = 101°41′49″; C = 102°22′03″; D = 115°57′20″; E = 118°55′29″. The bearing of AB is N 73°00′00″ E. BC is in the S.E. quadrant.The coordinates of the five(5) corners of the traverse have been computed to be as follows: Corner "A" X Coordinate...
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...