ANGLE TO THE RIGHT TRAVERSE. A five-sided closed tra- verse proceeds in a clockwise direction and the angle to the right at each station were observed as follows: A=270° 45', B=268° 43', C=20322', D=256°20', and E=260° 25 Determine the error in the sum of the anglesAdjust angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and adjusted values accordingly.

Q: Problem 1. The members of a truss are connected to the gusset plate. If T = 10 kN, F = 12 kN, and ϴ…

A: Step 1: Step 2: Step 3:

Q: 6. From a two inaccessible but intervisible points A and B, the angles to two triangulation stations…

A:

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: Given the following data in measuring a distance of a certain line. DISTANCE NO. OF MEASUREMENTS…

A:

Q: The vertical angle to the top of the New CSU Library Building ("point B") is observed by a BSGE…

A: Solution given in next step

Q: The data from a closed traverse ABCD are given in the table below: Line Included angle (in degrees)…

A: Given data,

Q: C In surveying, a traverse is the measurement of a polygonal region, made in a series of legs, or…

A:

Q: In a traverse, the latitudes and departures were observed to be: Σ latitude 1.45 m Σ departure =…

A:

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

A:

Q: The sum of positive departures exceeds that of the negative departures by 0.47 meter. The sum of the…

A: Given data in question  ∑D = 0.47 m ∑L=-0.67 m To find out  Linear error of closure

Q: Triangulation Stations A, B, C, and D have the following observation angle Angle Values ACB 50° BAD…

A: Solution: "None of the options are correct in the above question "   The correct value of the angle…

Q: The following are the observed data for an open compass traverse. Adjust the observed directions and…

A: From the given table, we have LINE Observed Whole Circle Bearing (WCB) CD 40°15'1 DC 220°30'…

Q: Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What…

A: The traverse angle is given as follow: 163° 27' 36" 324° 18' 22" 62° 39' 27" 330° 19' 18" 181° 09'…

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

A:

Q: The measured angles about point P have the following observed values. angle APB = 12°20' angle BPC =…

A: Given,∠APB=12° 20'∠BPC=37° 35'∠CPD=35° 55'andTrue value of ∠APD=87° 10'Now,Measured value of…

Q: Station Angles No. of Measurement A 53° 4 B 57° 69 3

A:

Q: The horizontal axis of a transit was inclined at 7’ with the horizontal due to non-adjustment. The…

A:

Q: a.) What is the most efficient method to reduce the overall error in the function?   b.) A line is…

A: Part C Surveyors measure angles using both faces of a total station because it will eliminate the…

Q: he following are bearings taken on a closed loop traverse. Compute the interior angles and correct…

A: The bearing is always below then the 90 degree and the bearing is always measure either from north…

Q: Surveying Question: A three sided closed traverse returns to the same point. The details of the…

A: Measured values of exterior angles of closed triangular traverse are given

Q: a 10) The following observation were made using a tacheometer fitted with an anallatic lens, the…

A: Given:  Multiplicative constant(K)=100 Additive constant(C)=0   Instrument station  Height of…

Q: The observe interior angles of the triangle are A= 35°14'37'', B= 96°30'09'', and C= 48°15'05''.…

A: ∠ A= 35°14'37''∠ B= 96°30'09'' ∠C= 48°15'05''

Q: For the following traverse data, compute the estimated error in each angle if o, = ±3", o, = ±2", o,…

A: Given:- σr=±3"σp=±2"σt=σi=±0.005 ft To find:- does the traverse acceptable angular closures

Q: Q3: In the sample traverse figure below, calculate the angular error of closure, and balance the…

A:

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 traverse has the following data: LINE LENGTH BEARING АВ 33.48 N 73°23' E BC 8.11 S 39°30' E CD…

A:

Q: er. Linear error of closure is:

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Q: For the given data of a transit-tape survey. Show all computations. 1. Determine the latitudes and…

A:

Q: Problem 5. The following are bearing taken on a closed compass traverse. Compute the interior angles…

A:

Q: A transit with a stadia interval factor of 100.12 was set at C on the line between points A and B,…

A: Given: The stadia interval factor is 100.12. The stadia constant is 0.29 m.

Q: Below is a transit and tape survey notes of a lot. 1.) Compute the angular error of deflection…

A: LATITUDE = LCOSθ DEPARTURE = LSINθ L is the length of the course θ is the Bearing of the course…

Q: In order to determine a tunnel between station A and B where the vision was obstructed between them,…

A:

Q: BSGE students of Caraga State University conducted a rectangular traverse. The angles were observed…

A: "Since you have posted multiple questions. We will solve the second question for you. To get the…

Q: 21) Compute the most probable value, standard deviation, and 95% probable error for the following…

A:

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.