1. Transform the following azimuth to bearing (plot/draw the azimuth and bearing and show your solution) 1) 92° 30'12" 2) 276 ° 10'33" 3) 200 ° 13' 5" 4) 30 ° 25'14" 5) 145 ° 20' 30"

Q: Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

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Q: In the plan below shows a differential leveling from benchmark to another benchmark, along each line…

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Q: 68°50 19° 30' 104° 23 R 282°45 %24

A: Finding out azimuth and bearing.

Q: 0.6 m - 0.6 m → 0.6 m -- 0.6 m 900 N/m 50° B Cl 2

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Q: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30'E…

A: Sketch of the closed traverse Find Interior angles ∠A = Forward bearing of AB + Back bearing of…

Q: Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC…

A: given - bearings      to convert them into azimuth

Q: Convert the following azimuth to bearing: Azimuth from North 1. 125° 30 (Solved) 2. 3150 45' 3.45°…

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Q: In the figure shown, compute the following A. Bearings of BC, and FE B. Azimuth of CD, and AF C.…

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Q: THE FOLLOWING BEARINGS ARE TAKEN ON A CLOSED COMPASS. COMPUTE THE CORRECTED BEARING OF LINE AF.

A: As forward bearing(FB) and bacward bearing(BB) of line DE have zero difference in angle. Hence…

Q: 1. Transform the following azimuth to bearing (plot/draw the azimuth and bearing and show your…

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Q: Convert and perform the following and show the answer in bearings: S87°19’33’’W + 19°12’59’’

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Q: azimuth in

A: solution of above problem is below:

Q: A-B B-C C-D D-E F-E F-A B -125 40 157°10′ LL 75°10 E 158°35 30°15 D

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Q: LINE BEARING 1-2 S 73° 21' E Determine the following: (a) Interior Angle 2-3 S 40° 10' E (b)…

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Q: Figure 2: 20KN 70° A 00 10 KN 3M 10.0 M IS KN X B 1.0M

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Q: The following table represent the field data for traverse (CAB) using Theodolite and steel tape:…

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Q: Compute the bearing of line DE, given the deflection angle formed from line CD is -28°14'33" and…

A: Given data in question  Bearing of CD = N33°36`16``E Deflection angle = - 28°14`33`` To find out…

Q: Answer the following questions. 1- If the bearing angle of the line AB is S 50°20'E, what is the…

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Q: A.) Determine the difference in elevation between TP1 and TP3

A: Profile leveling is used to determine the elevation of various locations along a line at a uniform…

Q: Line Azimuth Bearing N48°30'W N77°00'E S55°00'W Distance 131 30 257°00 1-2 81.00 m 2-3 66.00 m 3-4…

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Q: Bearing or Azimuth of Line AB: Adjusted Interior Sta Dist Observed Interior Angle 0 Sta Obs Мean…

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Q: W H 312° 45'00" - S50° 30'00"W N O S N80° 20'00"E 132° 50'00" G F E

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Q: The following data were obtained by stadia measurement, Vertical Angle = +18°23' and observed Stadia…

A: Tacheometer is a special form of theodolite with an additional diaphragm containing accessories to…

Q: = 1150 feet. Compute 4. Given: PI @ 10+71.78, Delta = 36° 10' 30", to the right, Radius the…

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Q: What if the magnetic declination in a locality is 3° 11' W. Determine the true bearing (B) and true…

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Q: ved Bearings Computed AdjUsted values Length (m) Sta Internal Angle Line Corr Interior Forward Вack…

A: Solution: Calculation as per requirement:

Q: Convert the given bearing to azimuth from north. N 71°50' 12"W Azimuth: [Azimuth]

A: Data given: Bearing = N71°50'12''W Asked: Convert the given bearing t azimuth from north

Q: 3.The latitude and departure of a traverse line were computed as +45.56m and –  67.78m respectively.…

A: Latitude = L = 45.56 meter  departure= D= - 67.78 meter  bearing?  distance?

Q: Compute the distance of the missing side LINE BEARING DISTANCE AB Due North 100 m BC Due East 20 m…

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Q: 5) If the horizontal direction from point S to point M is measured to be 12°45'10" and the direction…

A: 5)  Horizontal angle NSM = 179o20'40" - 12o45'10"                                      = 166o35'30"…

Q: 2. An azimuth of a line is 322° 49' 31", what is its bearing? 3. A bearing of a line is S 42° 15'…

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Q: Convert the following angles to Azimuth

A: SURVEYING:

Q: 1. Convert the following bearings to their equivalent azimuths: a. N 15° 36' 45" E b. S 80° 51' 20"…

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Q: Compute the angle COD from the following set of lines whose magnetic bearings are given: OC, N…

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Q: 2. The following lines have the following bearings (forward or backward), determine their azimuths…

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.