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.
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Compute Interior angles, exterior angles, tabulate the azimuths
and bearings of the sides (AB, BC, CD,...
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...
Question 5 The four-sided, closed traverse has the following angles and distances: Az. 306 31 A...
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...
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...
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as...
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: AB=201.74 , BC=283.87 , CD=494.37, DE=314.33 , and EA=385.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB=218∘59′30′′, BC=147∘45′49′′, CD=75∘05′27′′, DE=336∘56′04′′, EA=266∘12′23′′ Compute the departures of the sides. Express your answers, separated by commas, to five significant figures. Compute the latitudes of the sides. Express your answers, separated by commas, to five...
If the bearing of AB is N 47°41' E, compute the bearings of the remaining sides...
If the bearing of AB is N 47°41' E, compute the bearings of the remaining sides proceeding in a clockwise direction. Use the following sketch and interior angles. A A- OG C-1013020 D 2410 E-101 2560 637 178 540 0 dosed Figure 2
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with Known coordinates for A and B as given below: A (E=327682.209, N=5813380.144, Z=20.467) and B(E: 327882.209, N:5813116.199, Z=23.779) where Z is the elevation or RL value of the point. Internal angles and horizontal distances are measured using a Total Station as tabulated below: Angle @ Direction Measured (unadjusted) distances (m) A | АВ Measured (unadjusted) Angles 152° 54'30" 111° 11'15" 57° 55'55" 163° 32'...
1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given...
1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given 00 Azimuth AB - 97' 15' 23", angles to the right at 8 = 55'07' 42" (1) Azimuth AB = 195'55'12", deflection angle at 8. 44' 20' 27" (L). (b) The sum of six interior angles of a closed-polygon traverse (ABCDEF) each read to the nearest 3" is 720' 01'00". What is the misclosure? What correction would be applied to each angie if the...
1) An observer fails to check the bubble of a level and it is off two...
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...
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:...
Find Azimuth and Bearings. ' Traverse Computations Handout(1) -Saved to my Mac Home Insert Draw Design...
Find Azimuth and Bearings.
'
Traverse Computations Handout(1) -Saved to my Mac Home Insert Draw Design Layout References Mailings Review View Paste Normal Styles Pane Lab #10-Traverse Computations STT 3028 w 123.44 Not to Scale Assume you have completed a field survey for a four-sided parcel of land (traverse) as shown on the attached drawing. Please note that the attached drawing is not to scale and is provided for informational purposed only. The unadjusted interior horizontal angles (field angles) have...
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...
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...
If the bearing of AB is N 47°41' E, compute the bearings of the remaining sides proceeding in a clockwise direction. Use the following sketch and interior angles. A A- OG C-1013020 D 2410 E-101 2560 637 178 540 0 dosed Figure 2
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with Known coordinates for A and B as given below: A (E=327682.209, N=5813380.144, Z=20.467) and B(E: 327882.209, N:5813116.199, Z=23.779) where Z is the elevation or RL value of the point. Internal angles and horizontal distances are measured using a Total Station as tabulated below: Angle @ Direction Measured (unadjusted) distances (m) A | АВ Measured (unadjusted) Angles 152° 54'30" 111° 11'15" 57° 55'55" 163° 32'...
1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given 00 Azimuth AB - 97' 15' 23", angles to the right at 8 = 55'07' 42" (1) Azimuth AB = 195'55'12", deflection angle at 8. 44' 20' 27" (L). (b) The sum of six interior angles of a closed-polygon traverse (ABCDEF) each read to the nearest 3" is 720' 01'00". What is the misclosure? What correction would be applied to each angie if the...
Find Azimuth and Bearings.
'
Traverse Computations Handout(1) -Saved to my Mac Home Insert Draw Design Layout References Mailings Review View Paste Normal Styles Pane Lab #10-Traverse Computations STT 3028 w 123.44 Not to Scale Assume you have completed a field survey for a four-sided parcel of land (traverse) as shown on the attached drawing. Please note that the attached drawing is not to scale and is provided for informational purposed only. The unadjusted interior horizontal angles (field angles) have...
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