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1. (a) For an open traverse ABCD, compute the azimuth from north for side BC Given...
10: (20 Points) A three sided closed traverse starts at line AB, which has an azimuth...
10: (20 Points) A three sided closed traverse starts at line AB, which has an azimuth of 240° 30 has the measurements as follows. Traverse Sketch Length Agle (to the right) Angk Side AB 145.53 BC 281.78 CA 350.52 ABC AB 254.12 BCA 336.54 CAB 309.12 (1) Sketch (15 Points): the traverse below. The traverse must be oriented correctly relative to north and be approximately to scale. Label the angles, the points, and the lengths of the sides (2) Determine...
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...
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...
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. 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...
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.
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:...
Given the following table of a traverse, answer the next 3 questions. Line AB BC CD...
Given the following table of a traverse, answer the next 3 questions. Line AB BC CD DA Lat (ft) 80.25 -50.88 -70.82 41.06 Dep (ft) 50.78 80.64 -105.73 -25.34 5. What is the linear misclosure of this traverse? A. 0.52 ft B. 0.39 ft C. 0.35 ft D. -0.39 ft 6. What is the total unadjusted distance for the traverse? A. 94.97 ft B. 127.25 ft C. 365.82 ft D. 375.82 ft 7. What are the latitude and departure correction...
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...
10: (20 Points) A three sided closed traverse starts at line AB, which has an azimuth of 240° 30 has the measurements as follows. Traverse Sketch Length Agle (to the right) Angk Side AB 145.53 BC 281.78 CA 350.52 ABC AB 254.12 BCA 336.54 CAB 309.12 (1) Sketch (15 Points): the traverse below. The traverse must be oriented correctly relative to north and be approximately to scale. Label the angles, the points, and the lengths of the sides (2) Determine...
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...
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...
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. 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...
Given the following table of a traverse, answer the next 3 questions. Line AB BC CD DA Lat (ft) 80.25 -50.88 -70.82 41.06 Dep (ft) 50.78 80.64 -105.73 -25.34 5. What is the linear misclosure of this traverse? A. 0.52 ft B. 0.39 ft C. 0.35 ft D. -0.39 ft 6. What is the total unadjusted distance for the traverse? A. 94.97 ft B. 127.25 ft C. 365.82 ft D. 375.82 ft 7. What are the latitude and departure correction...
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