. . . From the following measured angles, calculate the adjusted angles according to the weight of each angle. Angle AWB= 110° 20' 22", Weight= Angle BWC= 115° 15' 17", W=. Angle CWA = 134° 24' 27", W=²¹ W buk B

Q: From the following traverse notes, determine the linear error of closure LINE BEARING LENGTH 1-2 N…

A:

Q: Complete the following level notes. Show your detailed solution and checking. Differential Leveling…

A: We know that,Height of instrumentHI=Elevation of Bench mark+Back sightBSandEleavation of a…

Q: The following subtended angles were read on a 2m long subtense bar using a theodolite. Compute for…

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Q: The following offsets were taken from a chain line to an irregular boundary line at an interval of…

A: Given data: 0, 2.5, 3.5, 5, 4.6, 3.2,0 interval =10m

Q: The following data were taken along a center line of a dam AB. The staff had been held in the 1st…

A: Required :- 1- Enter the given data in a level book form. 2- Find the reduced level of points using…

Q: Foom 33* x ( cox?o + kim°8) = (-36.48-Lcosi46'51')- + (-14.52 - 2 kimlu6 si')- %3D う = 14.97 m 三

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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 offsets were taken from a chain line to a hedge at a regular interval of 20m from…

A: The given data is: Chainage interval from d1 to d4 = 20 m Chainage interval from d4 to d8 = 200 m

Q: Problem 2 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most…

A:

Q: 1. With the given profile level notes, STA BM₂ 0 +00 +10 TP₁ 0 +22 + 30.5 +34.2 +39.3 + 42.5 TP₂ 0…

A: To find the Elevation at BMb and to plot the profile

Q: The following interior angles of a five-sided figure were measure with the same precision. ANGLE…

A: The given data is shown below:

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

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Q: . In an old survey made when the declination was 2010'W, the magnetic bearing of a given line was…

A:

Q: Hi! Help me with this please. Thank you so much! A dumpy level is set up at one end of a line 160m.…

A:

Q: azimuth in

A: solution of above problem is below:

Q: STA BS FS 1 5.87   2 7.03 6.29 3 3.48 6.25 4 7.25 7.08 5 10.19 5.57 6 9.29 4.45 7   4.94 a.…

A: This problem can be solved by using rise and fall method  Rise / fall = BS - FS Rise if ( BS - FS)…

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:…

A: Solution:

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: Determine the HD, VD, ID, and DE.

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

A:

Q: The combined correction for curvature and refraction can be given as:- A C = 16d²/6R B C skippe d D…

A: Given- Combined correction is the total of the curvature correction and refraction correction.

Q: The angles of a triangle ABC were recorded as follows: No. of Measurements Angle Value A 77 14' 20'…

A:

Q: Upper reading = 1.64 m Middle reading = 1.57 m Lower reading = 1.51 m Vertical Middle Angle =…

A: From the given data :   Stadia interval factor K = 100  Stadia constant C = 0 Staff intercept (S) :…

Q: Frquired De termine the Slope and de flection at point c. Eo 200,000 MPa ¢ 1? 98X10 mm?

A: in the given beam their is no support condition is given so assume that the beam is simply…

Q: Fundamentals of Surveying: Please show your solution. 7.) A line with bearing, N 77° 45' E…

A:

Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

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Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A:

Q: What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o

A: Data given Find :  base angle at Slice 3

Q: Can you show an illustration on how the tan(θ) = 60/40 was determined? where did the 40 came from?

A: This is already answer question part . This question is related to the Surveying Engineering from…

Q: FBAB= S 81° 50' E FBBC= S 53° 05' E BBAF N 82° 15' w BBBC= N 52° 45' w FBCD= S 78° 40' w BBCD= N 78°…

A: The fore bearing of the line is defined as the bearing of the line measured along with the…

Q: Determine the correct horizontal distance of AEwhen it was measured AB = 45m, BC= 38m, CD= 55m, DE…

A:

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: 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: Let “A” be a point of elevation 140.38 m above datum, and let B and C be  points of unknown…

A:

Q: Compute the value of Ely at midspan between supports of the overhanging beam shown. 1000 lb 400…

A:

Q: The readings (2.312, 1.185, -2.365, 0.195, 0.885, 1.345, 0.905) were taken with a level. The…

A: point back bearing fore bearing height of instrument elevation of point remark         100 BM…

Q: θ=20o30' Upper Reading=2.800 m Middle Reading=2.000 m (rod reading (RR)= h)  Lower Reading=1.200 m…

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Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

A:

Q: In the two peg test of the dumpy level, the! following observations were taken: Rad reading on A…

A: Given    Reading on A Reading on B Instrument at A 1.509  2.204  Instrument at B 0.938…

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

A: Given,

Q: Please answer ?

A: Sign Convention, (+) ive BM = sagging (-) ive BM = Hogging Midspan deflection = deflection due to…

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.