Interior Angles A=63°47’00” B=140°28’50” C=101°30’20” D=72°48’10” E=161°25’40” A) If the azimuth of AB is 45° 48’...
Interior Angles
A=63°47’00”
B=140°28’50”
C=101°30’20”
D=72°48’10”
E=161°25’40”
A) If the azimuth of AB is 45° 48’ 56”, compute the azimuth of all sides of the polygon, proceeding in the counter clockwise direction
Homework Answers
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Interior Angles
A=63°47’00”
B=140°28’50”
C=101°30’20”
D=72°48’10”
E=161°25’40”
A) If the azimuth of AB is 45° 48’...
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
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...
Please solve 7.20 and 7.30. Thank you so much!! line AB 1.2 Same as IUUICHIU, LAL...
Please solve 7.20 and 7.30. Thank you so much!!
line AB 1.2 Same as IUUICHIU, LAL For Problems 7.30 through 7.32 the observed magnetic bearing of line true magnetic bearing are given. Compute the amount and direction of local at point A. cal attraction Observed Magnetic Bearing N32°30'E 7.30* True Magnetic Bearing N30°15'E S14915'W anu regular hexagon (polygon wi 7.18 Bearing of AB = 45°04 1.19 Azimuth of AB = 303016 blems 7.18 through 7.20, compute and tabulate the azimuths...
Consider a polygon traverse. The azimuth of side ABAB is fixed at 35∘09′32′′35∘09′32″. A=57∘00′50′′A=57∘00′50″, B=88∘24′45′′B=88∘24′45″, C=126∘36′58′′C=126∘36′58″,...
Consider a polygon traverse. The azimuth of side ABAB is fixed at 35∘09′32′′35∘09′32″. A=57∘00′50′′A=57∘00′50″, B=88∘24′45′′B=88∘24′45″, C=126∘36′58′′C=126∘36′58″, D=46∘03′25′′D=46∘03′25″, E=221∘53′52′′E=221∘53′52″. (Note: Line BCBC bears NW.) The lengths of the sides (in meters) are as follows: AB=383.808AB=383.808, BC=360.209BC=360.209, CD=342.204CD=342.204, DE=336.210DE=336.210, and EA=267.527EA=267.527. The coordinates of station AA are X=310,630.892mX=310,630.892m and Y=121,311.411mY=121,311.411m.
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...
Question 2 0.5 pts The measurement of four internal angles at A, B, C and D...
Question 2 0.5 pts The measurement of four internal angles at A, B, C and D and the bearing from A to B (line AB) are provided in the two tables below. Point Internal angles 56° 58' 54" 102° 45' 14" 44° 55' 12" 155° 20' 48" From Bearing 35° 25' 26" What is the adjusted bearing of line BC? Provide your answer with format (ddd.mmss) in the answer box.
Problem 5: (5 points) For the parcel shown below, determine the interior angles A, B, C,...
Problem 5: (5 points) For the parcel shown below, determine the interior angles A, B, C, D and E. S223304" 3929 25 Side + AB BC Bearing N39°29'25"E S72°33'04"E S45°39'43" N30°28'53'W S89°28'47"W CD $892847W E DE S45'39'43"w EA M.S.BZON D
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes...
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes R B 48 degrees, 29 minutes R C = 110 degrees, 41 minutes R D = 100 degrees, 32 minutes R E 40 degrees, 21 minutes L If the bearing of side CD is S55deg38minW, compute the bearings of the other sides. degrees, degrees, degrees, degrees, minutes E minutes E minutes W minutes W EA=N
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The...
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The table below shows the field data for closed traverse ABCD, if the coordinates of A (0, 0). Azimuth for AB is 56°. Compute the coordinates for all other stations. a. Fill up the followings: Stations Observed Azimuth Length EN To Station Angle 56 A 59° 37.22 00 B B 106° 16.71 C 60° 19.55 135 34.12 A Σ b. Calculate the corrected angle Stations...
Given: A mechanism is made up of link OA, AB, and DE. Pins D and E...
Given: A mechanism is made up of link OA, AB, and DE. Pins D and E on link DE are constrained to move along straight guides. Link OA is pinned to ground at O and pinned to link AB at A. Link AB is also pinned to link DE at point B. Pin D moves to the right with a speed of vb. For the position shown, find: (a) The location of the instant center for link DE. (10 pts.)...
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
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...
Please solve 7.20 and 7.30. Thank you so much!!
line AB 1.2 Same as IUUICHIU, LAL For Problems 7.30 through 7.32 the observed magnetic bearing of line true magnetic bearing are given. Compute the amount and direction of local at point A. cal attraction Observed Magnetic Bearing N32°30'E 7.30* True Magnetic Bearing N30°15'E S14915'W anu regular hexagon (polygon wi 7.18 Bearing of AB = 45°04 1.19 Azimuth of AB = 303016 blems 7.18 through 7.20, compute and tabulate the azimuths...
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...
Question 2 0.5 pts The measurement of four internal angles at A, B, C and D and the bearing from A to B (line AB) are provided in the two tables below. Point Internal angles 56° 58' 54" 102° 45' 14" 44° 55' 12" 155° 20' 48" From Bearing 35° 25' 26" What is the adjusted bearing of line BC? Provide your answer with format (ddd.mmss) in the answer box.
Problem 5: (5 points) For the parcel shown below, determine the interior angles A, B, C, D and E. S223304" 3929 25 Side + AB BC Bearing N39°29'25"E S72°33'04"E S45°39'43" N30°28'53'W S89°28'47"W CD $892847W E DE S45'39'43"w EA M.S.BZON D
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes R B 48 degrees, 29 minutes R C = 110 degrees, 41 minutes R D = 100 degrees, 32 minutes R E 40 degrees, 21 minutes L If the bearing of side CD is S55deg38minW, compute the bearings of the other sides. degrees, degrees, degrees, degrees, minutes E minutes E minutes W minutes W EA=N
B 106° 120 100 feet feet 60° 599 C A 1350 106 86 feet feet The table below shows the field data for closed traverse ABCD, if the coordinates of A (0, 0). Azimuth for AB is 56°. Compute the coordinates for all other stations. a. Fill up the followings: Stations Observed Azimuth Length EN To Station Angle 56 A 59° 37.22 00 B B 106° 16.71 C 60° 19.55 135 34.12 A Σ b. Calculate the corrected angle Stations...
Given: A mechanism is made up of link OA, AB, and DE. Pins D and E on link DE are constrained to move along straight guides. Link OA is pinned to ground at O and pinned to link AB at A. Link AB is also pinned to link DE at point B. Pin D moves to the right with a speed of vb. For the position shown, find: (a) The location of the instant center for link DE. (10 pts.)...
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