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An open traverse is shown below. If the bearing A-Q is S 59°36'23"W, find the azimuths...
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...
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:...
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...
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...
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...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with Known coordinates for A and B as given below: A (E=327682.209, N=5813380.144, Z=20.467) and B(E: 327882.209, N:5813116.199, Z=23.779) where Z is the elevation or RL value of the point. Internal angles and horizontal distances are measured using a Total Station as tabulated below: Angle @ Direction Measured (unadjusted) distances (m) A | АВ Measured (unadjusted) Angles 152° 54'30" 111° 11'15" 57° 55'55" 163° 32'...
2. A closed traverse has the folowing data: LINES AB BC 1 BEARING N 30°30'E N...
2. A closed traverse has the folowing data: LINES AB BC 1 BEARING N 30°30'E N 75° 30' W S 45°30' W DISTANCES 56.50 m 47.80 m CD 85.70 m DA eos Find the length of the ine DA 78.73 m b. 73.78 m 67.22 m 63.91 m Find the bearing of the line DA S 82057 E S 75° 26' E S 890 35 E S 62° 15 E Find the area of the traverse 3982.06 m2 b. 3680.33...
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes...
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes R B 48 degrees, 29 minutes R C = 110 degrees, 41 minutes R D = 100 degrees, 32 minutes R E 40 degrees, 21 minutes L If the bearing of side CD is S55deg38minW, compute the bearings of the other sides. degrees, degrees, degrees, degrees, minutes E minutes E minutes W minutes W EA=N
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.
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...
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...
Consider the traverse ABCDE as shown below. AB is the datum/reference direction of the traverse with Known coordinates for A and B as given below: A (E=327682.209, N=5813380.144, Z=20.467) and B(E: 327882.209, N:5813116.199, Z=23.779) where Z is the elevation or RL value of the point. Internal angles and horizontal distances are measured using a Total Station as tabulated below: Angle @ Direction Measured (unadjusted) distances (m) A | АВ Measured (unadjusted) Angles 152° 54'30" 111° 11'15" 57° 55'55" 163° 32'...
2. A closed traverse has the folowing data: LINES AB BC 1 BEARING N 30°30'E N 75° 30' W S 45°30' W DISTANCES 56.50 m 47.80 m CD 85.70 m DA eos Find the length of the ine DA 78.73 m b. 73.78 m 67.22 m 63.91 m Find the bearing of the line DA S 82057 E S 75° 26' E S 890 35 E S 62° 15 E Find the area of the traverse 3982.06 m2 b. 3680.33...
The following values are deflection angles for a closed traverse: A = 140 degrees, 16 minutes R B 48 degrees, 29 minutes R C = 110 degrees, 41 minutes R D = 100 degrees, 32 minutes R E 40 degrees, 21 minutes L If the bearing of side CD is S55deg38minW, compute the bearings of the other sides. degrees, degrees, degrees, degrees, minutes E minutes E minutes W minutes W EA=N
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