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Problem #5: Closed traverse A closed traverse shown in the figure was measured in the field...
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in...
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) of the traverse 127 3710" 그 B 70°33'20" 119 325" C 38°16'45" 99°36'56"
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...
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...
A five-sided closed field traverse has the following distances in meters: AB = 51.766; BC = 26.94...
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 = 26.94...
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...
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...
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:...
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...
Problem #6: Closed Traverse Survey A survey is performed on a closed traverse as shown in the figure below. The course of the traverse is alphabetical (A-B-C-D-E-F-A). For the closed traverse determine the following: a. The unknown angle a point F b. Assume line AB has a bearing of "True East". The bearings of all other courses (lines) of the traverse 127 3710" 그 B 70°33'20" 119 325" C 38°16'45" 99°36'56"
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...
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...
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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