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Please Show how to obtain azimuth AB, and use the measured
angle to the right to...
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...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working cloc...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the azimuth of Course V-W for the reference azimuth; it can be adjusted after initial computations as required. Given angles must be checked for angular closure and adjusted if necessary. Table 7-4. Refers to Prob. 7-17 thru 7-20. Int. Angle At Point Point Azimuth Dist....
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...
How do I calculate the azimuth of AB? Measured clockwise angles Angle deg-min-sec ABC 102° 43'...
How do I calculate the azimuth of AB?
Measured clockwise angles Angle deg-min-sec ABC 102° 43' 14" BCD 90° 55' 29" CDE 207° 58' 05" DEF 100° 01' 11" EFG 117° 43' 55" FGA 126°09' 34" GAB 154° 28' 53" G wa D Measured distances Line Distance АВ 944.22' BC 1000.17 CD 794.11' DE 851.41 EF 770.53' FG 944.92' GA 746.18 10,000.00'N 10,000.00' E Azimuth reference Az AW = 324° 46' 19" Angle WAB = 181° 11' 39" (clockwise)
will rate!! shoe good work plz Book problem 7.19 (Hint: this is similar to the previous problem, but here each interior angle to the right is 120°, and AZIAB 303°16'22". Also, you...
will rate!!
shoe good work plz
Book problem 7.19 (Hint: this is similar to the previous problem, but here each interior angle to the right is 120°, and AZIAB 303°16'22". Also, you only need to compute the azimuths this time, not the bearings. Again, use the tabular method demonstrated in class.) We were unable to transcribe this image15623,53". В 53°36,08", С 717 A and E 92 52'01" 83°15'58", D 153°52'00", 719 Azimuth of AB = 303°16'22" (Station C is westerly...
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...
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...
Note: Survey data or Queston 4tr7obilded in the table below. Starting at Point V and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the azimuth of Course V-W for the reference azimuth; it can be adjusted after initial computations as required. Given angles must be checked for angular closure and adjusted if necessary. Table 7-4. Refers to Prob. 7-17 thru 7-20. Int. Angle At Point Point Azimuth Dist....
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...
How do I calculate the azimuth of AB?
Measured clockwise angles Angle deg-min-sec ABC 102° 43' 14" BCD 90° 55' 29" CDE 207° 58' 05" DEF 100° 01' 11" EFG 117° 43' 55" FGA 126°09' 34" GAB 154° 28' 53" G wa D Measured distances Line Distance АВ 944.22' BC 1000.17 CD 794.11' DE 851.41 EF 770.53' FG 944.92' GA 746.18 10,000.00'N 10,000.00' E Azimuth reference Az AW = 324° 46' 19" Angle WAB = 181° 11' 39" (clockwise)
will rate!!
shoe good work plz
Book problem 7.19 (Hint: this is similar to the previous problem, but here each interior angle to the right is 120°, and AZIAB 303°16'22". Also, you only need to compute the azimuths this time, not the bearings. Again, use the tabular method demonstrated in class.) We were unable to transcribe this image15623,53". В 53°36,08", С 717 A and E 92 52'01" 83°15'58", D 153°52'00", 719 Azimuth of AB = 303°16'22" (Station C is westerly...
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