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 significant figures.
Compute the linear misclosure.
Express your answer to three significant figures.
Compute the relative precision.
Express your answer to three significant figures.
Homework Answers
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The observed lengths of the sides (in feet) of a five-sided
closed polygon traverse are as...
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...
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...
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...
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...
A)Compute the area between a lake and a straight line AG, from which offsets are taken at irregul...
A)Compute the area between a lake and a straight line AG, from
which offsets are taken at irregular intervals as shown in the
table above (all distances in feet).
Circle and express your answer to four significant figures
and include appropriate units.
PARTB
A) Consider a polygon traverse.
The azimuth of side AB is fixed at 35∘09′32′′. A=57∘00′50′′,
B=88∘24′45′′, C=126∘36′58′′, D=46∘03′25′′,E=221∘53′52′′. (Note:
Line BC bears NW.)
The lengths of the sides (in meters) are as follows: AB=383.808,
BC=360.209, CD=342.204, DE=336.210,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:...
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...
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...
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...
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...
A)Compute the area between a lake and a straight line AG, from
which offsets are taken at irregular intervals as shown in the
table above (all distances in feet).
Circle and express your answer to four significant figures
and include appropriate units.
PARTB
A) Consider a polygon traverse.
The azimuth of side AB is fixed at 35∘09′32′′. A=57∘00′50′′,
B=88∘24′45′′, C=126∘36′58′′, D=46∘03′25′′,E=221∘53′52′′. (Note:
Line BC bears NW.)
The lengths of the sides (in meters) are as follows: AB=383.808,
BC=360.209, CD=342.204, DE=336.210,and...
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