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Using the unbalanced departures and latitudes in the below Table and compass rule, what are the...
Surveying answer it please 1. (PART A) For the following table determine the latitude and departures....
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...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6 12 18 24 30 36 Distance (m) Offset (m) 5.40 4.50 3.60 2.70 1.80 2.25 3.15 Calculate the area enclosed between the chain line and the offsets using Simpson's rule. [20 Marks (c) Compute the latitudes and departures of the traverse legs, given in the table below. Latitude Course Departure (m) (m) AB BC CD Length (m) 472.68 216.13 276.52 382 24 Bearing S...
For balanced latitude, departure of a 5-sided traverse on the bottom table. use double Meridian Distance...
For balanced latitude, departure of a 5-sided traverse on the
bottom table. use double Meridian Distance method to find the area
of the traverse in acres. Round all values to the nearest 0.01
ft.
Course Double Area (ft) AB BC CD DE EA Balanced DMD(ft) Latitude Departure 255.96 125.66 -153.53 590.65 -694.07 -192.69 202.91 -6.07 388.73 -517.55 Sum
solve #6 1. Balance the following interior angles (angles to the right) of five sided closed...
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...
For parcel ABCDE find the azimuths of sides AB, CD and De and the angles (turned...
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...
What is the preliminary adjusted Interior angle at traverse Point M? What is the error of...
What is the preliminary adjusted Interior angle at traverse
Point M?
What is the error of closure for latitudes in the traverse shown
in Fig 1?
What is the departure correction factor per foot of traverse
perimeter for the traverse shown in Figure 1?
What is the final adjusted bearing for Course N-O in the
traverse shown in Figure 1?
What is the final adjusted bearing for Course L-K in the
traverse shown in Figure 1?
NOTE: Survey data is...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength Latitude AB rture 1005 24 +335.34 395.75 +244.83 +436.84 870.53+775.38 1034.62 550.71 CD DE EA 1178.72 364 27 112102 1094.06 1092.65 -55.49 The coordinates of A are x 2000.00; y 1500.00. Sketch course AB. Correct the latitudes and departures of courses AB and BC with the compass rule and report the coordinates of station B. (15 points) PROBLEM 9. The following data has been...
1)During a mountain climbing trip it is observed that the water used to cook a meal...
1)During a mountain climbing trip it is observed that the water used to cook a meal boils at 93 °C rather than the standard 100 °C at sea level. At what altitude are the climbers preparing their meal? (See Physical Properties of Water (SI Units) and Properties of the U.S. Standard Atmosphere (SI Units) for data needed to solve this 2)The following bearings taken on a closed compass and fill up the table. Lines Bearings (deg-min) Azimuth N Deflection Angles...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working cloc...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the azimuth of Course V-W for the reference azimuth; it can be adjusted after initial computations as required. Given angles must be checked for angular closure and adjusted if necessary. Table 7-4. Refers to Prob. 7-17 thru 7-20. Int. Angle At Point Point Azimuth Dist....
The data in the table below is for a closed-polygon traverse. The data in the table...
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...
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...
(b) The following perpendicular offsets were taken from a chain line to a hedge: 0 6 12 18 24 30 36 Distance (m) Offset (m) 5.40 4.50 3.60 2.70 1.80 2.25 3.15 Calculate the area enclosed between the chain line and the offsets using Simpson's rule. [20 Marks (c) Compute the latitudes and departures of the traverse legs, given in the table below. Latitude Course Departure (m) (m) AB BC CD Length (m) 472.68 216.13 276.52 382 24 Bearing S...
For balanced latitude, departure of a 5-sided traverse on the
bottom table. use double Meridian Distance method to find the area
of the traverse in acres. Round all values to the nearest 0.01
ft.
Course Double Area (ft) AB BC CD DE EA Balanced DMD(ft) Latitude Departure 255.96 125.66 -153.53 590.65 -694.07 -192.69 202.91 -6.07 388.73 -517.55 Sum
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...
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...
What is the preliminary adjusted Interior angle at traverse
Point M?
What is the error of closure for latitudes in the traverse shown
in Fig 1?
What is the departure correction factor per foot of traverse
perimeter for the traverse shown in Figure 1?
What is the final adjusted bearing for Course N-O in the
traverse shown in Figure 1?
What is the final adjusted bearing for Course L-K in the
traverse shown in Figure 1?
NOTE: Survey data is...
PROBLEM 8. The following data has been taken and calculated for a 5-course loop traverse. CourseLength Latitude AB rture 1005 24 +335.34 395.75 +244.83 +436.84 870.53+775.38 1034.62 550.71 CD DE EA 1178.72 364 27 112102 1094.06 1092.65 -55.49 The coordinates of A are x 2000.00; y 1500.00. Sketch course AB. Correct the latitudes and departures of courses AB and BC with the compass rule and report the coordinates of station B. (15 points) PROBLEM 9. The following data has been...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the azimuth of Course V-W for the reference azimuth; it can be adjusted after initial computations as required. Given angles must be checked for angular closure and adjusted if necessary. Table 7-4. Refers to Prob. 7-17 thru 7-20. Int. Angle At Point Point Azimuth Dist....
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...
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