For the below closed traverse, calculate the deflection angle at B. 150° B 60° |A Options: (A) 60° (B) 150° (C) 90° (D) 30° Answer B

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

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

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Q: cant.

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Q: The observed inclined distance performed by stadia leveling is 95 m, and the vertical angle…

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Q: H.W2.1 Q1- The deflection angles of closed loop traverse ABCDEF where measured as showing below A…

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Q: 11). Compute all of the interior angles for the figure shown. D N13°50'E $38°21'W $74°12′E S83°24′W…

A: Given : To Find : Interior angles for the figure shown above ?

Q: 1) What is the interior angle at Point A ? 2)What is the deflection angle at Point B? Note:hand…

A: Fig is given line AB angle is line BC angle is FIND1) What is the interior angle at Point A ?2)What…

Q: QUESTION 22: Following are the observed deflection angles of a closed traverse: A = 53.36°(R)…

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Q: Just draw the figure, if possible

A: Given data in question  Forward bearing  Back bearing Line Closed traverse To find out  Draw diagram…

Q: A line of levels is run from BM1 to BM2 that is 3 km long. Elevation of BM1 and BM2 was found out to…

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Q: S= 134.267m RR=64.267 A 551 -25°42' C S=234.2 67 m RR= 34.267 m B Elev. =1534.267 m

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Q: If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in…

A: Find difference in elevation and then error.

Q: Given the data below, solve for the required unknowns. 1. Solve for the elevation at BM2 Station BS…

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Q: 3) A transit (internal focusing) at point A with a stadia interval factor of 100.85 has a middle…

A: Internal focusing theodolite at A with a stadia interval factor k=100.85 reading at middle=1.65 m…

Q: A transit (internal focusing) at point A with a stadia interval factor of 100.85 has a middle…

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Q: In a vertical photograph taken from an altitude of 2800 m, a chimney of height 100 m, appears at a…

A: Altitude (H): 2800 mChimney height (h): 100 mDistance of chimney image from principal point (r): 80…

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen…

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Q: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m…

A: Answer: Elevation of instrument station =475.345m

Q: Given PI at 15 + 78.28, A 36°10'30"RT, and R = 1,150 ft, compute the deflections for %3D even 100-ft…

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Q: A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

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Q: Draw a free body diagram :Topic Trigonometric leveling     A transit is set up at point B which is…

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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: From an instrument station a backsight was made on a turning point and the following data were…

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Q: LINE LENGTH BEARING AB 256.25 N 36°15' E BC 365.21 S 63°50' E CD 125.21 S 50°05' E DE 221.54 N…

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Q: Deflection angle at C. Azimuth of the line CD. Back azimuth of the line CD.

A: As per our company guidelines  we are supposed to answer only first three subparts  Kindly post…

Q: In determining horizontal angle between two points, you lock in and set your horizontal angle to…

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Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

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Q: The height of a tower was determined by trigonometric leveling. The instrument was set up at point…

A: Given data- The given condition of the trigonometric leveling is shown below in the figure- To…

Q: Problem 2. A transit is set up at point B which is between A and B. The vertical angle observed…

A: Calculate the vertical difference in elevation between the line of sight (LOS) and A,    tan α =…

Q: A slope distance between two points P and Q is measure using a laser EDM, giving a corrected slope…

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Q: Q2) In the figure shown, find the direction from point M into point P, if you know the direction the…

A: Surveying is the branch of civil study in which the measurement between different points on the…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.