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?
Homework Answers
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What is the preliminary adjusted Interior angle at traverse
Point M?
What is the error of...
What is the final adjusted bearing for Course N-O 20) in the traverse shown in Fig 1? 21) What is the fi...
What is the final adjusted bearing for Course N-O 20) in the traverse shown in Fig 1? 21) What is the final adjusted bearing for Course LK in the traverse shown in Fig 1? Determine coordinates for Adjusted Traverse 21a) O,K,LM,N,O in Figure 1. NorthingEasting 0. 1,000100000 브 Survey Class Engineering NOTE: Survey data is provided in the sketch below for Questions 17 thru 21 Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU! Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU!
Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data is provided in the sketch below for Questions 7-12. thru 7-16. Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the bearing of Course K-L as a reference bearing; it can be adjusted after initial computations as required. Given angles must be checked for angular closure...
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....
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...
N с Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision...
N с Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the course of the traverse shown below. 1- 2- Balance the latitudes and departure by using the compass rule. 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E D 89937 12129 1038 E: 5242 PR: 9611 115.6 10000 E 100.00 N:100.000:100.00 All 79°43'10" N:...
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...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
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:...
problems 20,24 plz St rol In crns (section 6.4) 19-25 the steady-state response of the mechanical system shown in Figure P19-p25 is sought. The systenm problems arameter values m-l, b-0...
problems 20,24 plz
St rol In crns (section 6.4) 19-25 the steady-state response of the mechanical system shown in Figure P19-p25 is sought. The systenm problems arameter values m-l, b-0.1, k -20, in consistent units, and is subjected to a periodic applied force f .Note that when this system is subjected to F cos ot, the steady-state response is exactly as in Eq. (3.30) of Section 3,4, with the sine function replaced by the cosine function! 19 )-sin 2 f(t)-2...
What is the final adjusted bearing for Course N-O 20) in the traverse shown in Fig 1? 21) What is the final adjusted bearing for Course LK in the traverse shown in Fig 1? Determine coordinates for Adjusted Traverse 21a) O,K,LM,N,O in Figure 1. NorthingEasting 0. 1,000100000 브 Survey Class Engineering NOTE: Survey data is provided in the sketch below for Questions 17 thru 21 Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust...
PLEASE PROVIDE ME WITH THE STEPS. THANK YOU!
Chapter 7: Traverse Calculations 7-7. PROBLEMS, (cont.) Note: Survey data is provided in the sketch below for Questions 7-12. thru 7-16. Starting at Point K and working clockwise, compute latitudes and departures; then balance and adjust the traverse by application of the compass rule adjustment. Use the bearing of Course K-L as a reference bearing; it can be adjusted after initial computations as required. Given angles must be checked for angular closure...
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....
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...
N с Balance the internal angles and find the Latitude, Departure, Error of closure, and Precision Ratio for the course of the traverse shown below. 1- 2- Balance the latitudes and departure by using the compass rule. 3. Determine the Adjusted distances and Azimuths 4. Find the coordinates of the stations B, C & D if the coordinates of station A are: 100.00N, 100.00E D 89937 12129 1038 E: 5242 PR: 9611 115.6 10000 E 100.00 N:100.000:100.00 All 79°43'10" N:...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
problems 20,24 plz
St rol In crns (section 6.4) 19-25 the steady-state response of the mechanical system shown in Figure P19-p25 is sought. The systenm problems arameter values m-l, b-0.1, k -20, in consistent units, and is subjected to a periodic applied force f .Note that when this system is subjected to F cos ot, the steady-state response is exactly as in Eq. (3.30) of Section 3,4, with the sine function replaced by the cosine function! 19 )-sin 2 f(t)-2...
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