1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e. 267° 15' 2. Convert the following Bearings to Azimuths: a. N 27° 30' E b. S 63° 50 E c. N 83° 12' W d. N 10° 15' W e. S 46° 46' W

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: Compute the deflection angle between the set of lines whose bearings are given. Bearing of line AB =…

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Q: The magnetic declination in a locality is 5°45'W. Determine the true bearing and true azimuths…

A: IF the magnetic declination at a place at the time of observation is known, the true bearing of a…

Q: 1. Convert the following azimuths into bearings ( 187 34 18" a. b. 13° 18' 42" C. 288° 44' 22" 150°…

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Q: (1) The magnetic bearing of line CD is S 30°15' W. Find its true bearing, if the declination is 10°…

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Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

Q: (b) The following are the observed fore bearings of the line:- AB 38°14'; BC 142°18'; CD 208°37';…

A: If FB < 180o , then BB= FB+180o   If FB > 180o , then BB= 180o - FB   where,  FB = Fore…

Q: FUNDAMENTALS OF SURVEYING All azimuths are measured from South. All angles must be written to the…

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Q: Convert the given bearings to equivalent azimuth.  a) AB, N 76°25’26” W; Reckoned from South b)…

A: Introduction- The horizontal angle between the direction of an item and that of another object, or…

Q: Compute the omitted or missing bearings

A: Question is based on the traverse survey . Survey data is given in the question and Omitted bearing…

Q: 3] Determine the true bearing and true azimuth reckoned from South of line AB, if the magnetic…

A: Magnetic declination =6°45' WMagnetic bearing of line AB=N 45°30' WTrue bearing= Magnetic bearing +…

Q: Convert the following azimuth to bearing a. 38°09'23" b. 144°26'58" c. 219°17'37" d. 303° 18'46" e.…

A: a. Bearing = Azimuth                                           (Hint : The angle lies in I quadrant…

Q: a. The current magnetic declination is 3º16'24" W. Line JK has a bearing of S88°52'15"W relative to…

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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: Convert Azimuth to Bearing: 258° 34' 22" 128° 04' 44" 60° 21' 26" 309° 05' 38"

A: Quadrat -1.   N-E Quadrat -2   S-E Quadrat -3.   S-W Quadrat -4.   N-W

Q: Compute the magnetic bearing of the lines below with the whole circle direction (WwCD).If the…

A: The expression for magnetic bearing is given by, Magnetic Bearing=True Bearing ± Magnetic…

Q: Azimuth 2089°31'00" 1773°32'00" 425°33'00" 1214°29'00" 1630°00'00"

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Q: Convert the following bearings to azimuths. 1.NE53°20′ 2.NW15°16′ 3.SW65°58′ 4.SE86°10′ 5.SW73°29′

A: 1. Azimuth of NE53°20′ = 53°20′ 2. Azimuth of NW15°16′ = 360o - 15o16' = 344o44' 3. Azimuth of…

Q: Convert the given bearings to equivalent azimuth. a. AB, N 76°25'26" W; Reckoned from South b. BC, S…

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Q: 5. OHITTED Pigures 3 and 4 are those of two closed traverses in the bearings of two `adjoining sides…

A: From the given traverse the data is following: Line Distance Latitude Departure AB 867.46…

Q: Convert the following azimuths to equivalent bearings AZn BC = 122°46’

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Q: Convert the bearing into azimuth from south: S 65° 12' E O 245°12' O 335°12' O 294°48' O 155°48'

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Q: 2. Convert the following bearings to azimuths (north and south) and vice versa: (a) BC, due east (b)…

A: Solution: (a)  BC due eastAzimuth of BC=90° of North(b) EF, N 66°30' WAzimuth of…

Q: Convert the following bearings to equivalent azimuth a. AB, N 25°25' W b. BC, Due East IGUIOS

A: Azimuth is the line of horizontal angle, measured clockwise, from a base direction to a given line.…

Q: The fore and back bearings of a line AB were observed to be 245°30' and 65°45'. It is known that…

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Q: from north and south of the following lines whose magnetic bearings are given. a.)        AB, N…

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Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…

Q: 5. OL (S 70° W); OM (N 20° 45'); ON (S 10° 18' E) Angles LOM, MON and LON

A: To find out the angle between LOM, MON, LON and also plot thr bearing.

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.