2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e) N51°51'W f) $1°19'E

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

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Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

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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: COMPUTED INTERIOR ANGLES ADJUSTED INTERIOR ANGLES STA CORR ADJUSTED BEARINGS LINE FORWARD S 30 40'w…

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Q: traverse. Line Observed Bearings Forward N 36°15' E S 63 50' E S 50°05' E N 39°10' E N 75°15' E…

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Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

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Q: 2. Convert 22°30' whole circle bearings to quadrant bearings? 180-22°30 a) b) 22 30 c) 360-22°30 d)…

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Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

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: Interior Angle Traverse Given the bearing of each line of a closed traverse ABCD, determine the…

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Q: Compute the following azimuths into Bearings: • 132°45'31" 289°12'12 220°47'39"

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Q: What is the error of closure?

A: Given:Reduced level of bench mark-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of…

Q: 1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e.…

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Q: All data are in feet. The elevation of BM-A is 1364.58 feet. Rod readings are as follows: +S on…

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Q: DISTANCES 110.8 m BEARING N 32°27' E 83.6 m S 8°51' W 126.9 m S 72021 W

A: course Bearing  (QB) Bearing (QB) Distance  (m) AB N32° 27'E 32° 27 ' 110.8 BC ? 0 83.6…

Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: For the accompanying figure, what is the bearing of the line DA?

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Q: Example - : The bearings of a closed traverse ABCD are as under. Calculate ncluded angles and apply…

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Q: Convertthe following bearings to equivalent azimuths a. AB, N 25°25'w b. BC, Due East

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Q: Observed Bearing computed Correation internal angle Adjusted values Iemal Perwerd back angle Sta…

A: Internal Angles Angle A = 210o40I + (360o0I - 332o0I) = 238o40IAngle B = 96o10I - 30o40I =…

Q: LINE FORWARD BEARING BACKWARD BEARING N 15°00' W N 63°00' E S 14°00' W S 77°30' W S 13°30' E S…

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Q: J) Adjusted bearing on line DA (round to the nearest second ) LINE DISTANCE (m) BEARING АВ 388. 08 S…

A: Signs for Lattitude and Departure:  If Bearing is in  N-E = Both positive  S-E = L -e and D +ve  S-W…

Q: 1. Compute the missing or omitted distance or bearing 6. S 85°51' E 160.00 m. 1 N 51°59' E 165.88 m.…

A: Given:- Some distances and bearings of an area are given To determine:- The missing or omitted…

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

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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: 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: find out the included angles in a closed survey PQRSTP, the f

A: Below table gives the whole circle bearing of the observations: Line FB FB-WCB BB BB-WCB FB-BB…

Q: beari ngs ес

A: SURVEYING:

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: 32. Compute for the area by using DMD and DPD method.

A: Using DMD method - Line Bearing Distance Latitude  Departure DMD 2A AB S36.46W 44.84 -35.624…

Q: Part A) Balance the angles Part B) Compute the bearings for all sides Part C) Compute latiudes and…

A: since , you have posted question with 4 subparts ,I have solved 3 parts and if you want the answer…

Q: Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E…

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Q: 3. The following bearings are taken on a closed compass and fill up the table. LINES BEARINGS…

A: Given: Bearing of lines are given Azimuth, Deflection angle, Angles to the right and Interior angles…

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Q: Observed Bearings Forward Back $30°40'W N30°4O'E S83°50'E N84°30'W

A: Given Observed bearings  Both back side and forward side in reduced bearings Azimuth is calculate…

Q: Compute the missing or omitted distance or bearing

A: Let θ be missing bearing and L be the missing distance. For closed traverse, ∑L=0∑D=0

Q: Observed Bearings Computed Adjusted Values Length (m) Sta Internoal Angle Corr Interior Angle Line…

A: Angles inside a closed traverse are called interior angles. Angles right are measured after scanning…

Q: Q. Find the corrected bearing after correction of local attraction. Line FB BB АВ 126° 45' 308° 00'…

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Q: The bearings of the sides of traverse ABCDE are as in the table below. * .Calculate the interior…

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Q: FUNDAMENTALS OF SURVEYING   SHOW YOUR SOLUTIONS AND WRITE IT PROPERLY SO THAT I CAN EASILY…

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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.