Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line.   Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E

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

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Q: In a 3-wire Leveling, the mean reading for the backsights or foresights is computed as: sum of the…

A: To compute the determination of three wire reading from the following.

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: 13. A horizontal distance measured at 687.40 m is to be established along a line that slopes at a…

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Q: a. What is the value of the correction multiplier or "x" ? b. What is the adjusted angle of Angle…

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Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

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

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Q: The following are observed bearings of a closed compass traverse. What is the adjusted forward…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: Reduce the set of differential leveling notes in Table 2-11, and perform the arithmetic check.…

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Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

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Q: Check all calculations.

A: Calculations are given below

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: a. Compute the angular error of deflection angle. b. Compute the corrected bearing of the lines.…

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Q: 20 N Given the space force below, what is the angle that it makes with the +z-axis? 8 N I0 N O A.…

A: Given Data:- Fx= -8 N Fy= 20 N Fz= 10 N

Q: The azimuth for line AB is 35° and the azimuth for line AC is 140°. The internal angle BAC in…

A: The azimuth of line AB = 35o The azimuth of line BC  =140o To measure internal angle BAC?

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: Compute the error of per station B.Compute the true bearing of BC, CD, DE and EA.

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Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

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Q: 6. The azimuth from north of traverse line AB is 220° 02'. If the succeeding line BC has a bearing…

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Q: Find out the  Difference of F.B and B.B  Correction  Corrected F.B & B.B  Include angle …

A: The given data is as follows: Line Length (m) Fore Bearing Back Bearing AB 123.159 97°30'…

Q: Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV…

A: When the height of a point and also its vertical distance is generally has above or below the…

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: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

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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: 3. OF (AZIM 210°); OG (AZIMN 325° 55'); OH (AZIM 115° 10') Angles FOG and FOH and GOH

A: Given data in question  Bearings OF 210° OG 325°55` OH 115°10` To find out  Angles FOG ,FOH AND GOH

Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

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Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

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Q: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

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Q: Determine the elevation of station BM1 using c = 0.14 and k

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Q: Convert from a. b. bearing to azimuth. S 25° W N 35° E c. N 20° W

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Q: Given the data of an open traverse below, convert it into figure and determine its corresponding…

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Q: Given the following survey data on close traverse, compute the adjusted bearing of the other lines.…

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Q: The following bearings taken on a closed compass. Assuming the observed bearing of line AB to be…

A: To find out the correct bearing of line CD.

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Given, To determine, corrected bearing of each line

Q: LENGTH OBSERVED BEARINGS LINE CORRECTED BEARINGS BACKWAR FORWARD FORWARD ВАСKWARD (m) D S 70°12' E N…

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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.