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Problem 5: (5 points) For the parcel shown below, determine the interior angles A, B, C,...
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...
1. Given that A and B have Cartesian coordinates (400, 500) and (600,515) respectively, find the...
1. Given that A and B have Cartesian coordinates (400, 500) and (600,515) respectively, find the back bearing of BA. 2. For the traverse shown above, the bearing of side AB is given as well as the interior angles at B and C. • Compute the north azimuths and the bearing BC and CD. If angle A is 65°59'18" and D is 70°42'48", determine the angular error and balance the angles by applying equal corrections to each angle. N31°10'E 96°18...
36 5° D 75° A Caterpillar Ultra High Demolition machine is shown. The distances between points A and B is 12 m, points B and C is 2.8 m, C and D is 8 m, and D and E is 2.5 m. Determine the position v...
36 5° D 75° A Caterpillar Ultra High Demolition machine is shown. The distances between points A and B is 12 m, points B and C is 2.8 m, C and D is 8 m, and D and E is 2.5 m. Determine the position vectors r AB r BC r CD , and r DE where r AB is the position vector from point A to point B, and so on. Add these vectors to determine the position vector...
A random line survey was performed to determine the azimuth between points B to D. The...
A random line survey was
performed to determine the azimuth between points B to D. The field
observation is tabulated below.
2) A random line survey was performed to determine the azimuth between points B to D. The field observation is tabulated below. Course АВ BC CD DE Distance (ft) 250 480 120 260 Bearing S 35º W N 85º E Due West Due South
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...
An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths...
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
The mechanism shown in the figure below has rigid links pivoted at A, B, C and D. The link BCE is a rigid plate. The d...
The mechanism shown in the figure below has rigid links pivoted at A, B, C and D. The link BCE is a rigid plate. The dimensions of the links are BC = 110 mm BE 70 mm CE 60 mm CD 30 mm AB = 50 mm At the instant when both angles ABC and BCD are 90°, the link AB has a clockwise angular velocity of 40 rad/s. Determine the angular velocity of link BCE A Determine the angular...
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'...
3. Prove the side-side-side congruence test following the steps below. Assume that A, B, C, resp....
3. Prove the side-side-side congruence test following the steps below. Assume that A, B, C, resp. D, E, F are three non-collinear points and the corresponding segments are congruent, that is, AB 본 DE, BC EF and CA FD. (Your ultimate goal will be to show that AABCADEF, that is, the angles corresponding to each other are also congruent; for example, CAB4FDE, and so on.) (a) Prove that there exists a point C such that line AB separates C and...
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:...
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...
1. Given that A and B have Cartesian coordinates (400, 500) and (600,515) respectively, find the back bearing of BA. 2. For the traverse shown above, the bearing of side AB is given as well as the interior angles at B and C. • Compute the north azimuths and the bearing BC and CD. If angle A is 65°59'18" and D is 70°42'48", determine the angular error and balance the angles by applying equal corrections to each angle. N31°10'E 96°18...
36 5° D 75° A Caterpillar Ultra High Demolition machine is shown. The distances between points A and B is 12 m, points B and C is 2.8 m, C and D is 8 m, and D and E is 2.5 m. Determine the position vectors r AB r BC r CD , and r DE where r AB is the position vector from point A to point B, and so on. Add these vectors to determine the position vector...
A random line survey was
performed to determine the azimuth between points B to D. The field
observation is tabulated below.
2) A random line survey was performed to determine the azimuth between points B to D. The field observation is tabulated below. Course АВ BC CD DE Distance (ft) 250 480 120 260 Bearing S 35º W N 85º E Due West Due South
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...
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
The mechanism shown in the figure below has rigid links pivoted at A, B, C and D. The link BCE is a rigid plate. The dimensions of the links are BC = 110 mm BE 70 mm CE 60 mm CD 30 mm AB = 50 mm At the instant when both angles ABC and BCD are 90°, the link AB has a clockwise angular velocity of 40 rad/s. Determine the angular velocity of link BCE A Determine the angular...
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'...
3. Prove the side-side-side congruence test following the steps below. Assume that A, B, C, resp. D, E, F are three non-collinear points and the corresponding segments are congruent, that is, AB 본 DE, BC EF and CA FD. (Your ultimate goal will be to show that AABCADEF, that is, the angles corresponding to each other are also congruent; for example, CAB4FDE, and so on.) (a) Prove that there exists a point C such that line AB separates C and...
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