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

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

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Q: A F B AB=225°33'10" BC== 181°44'00" CD==90°01'00" DE=315°22'15" D EF= 50°12'07"

A: Given Data: AB=225o33'10'' BC=181o44'00'' CD=90o01'00'' DE=315o22'15'' EF=50o12'07''

Q: The figure shows the field data for a five-sided closed traverse. a. Determine the balanced Angle…

A: To find a. Determine the balanced Angle of C,  b. Compute the linear error of closure

Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E For the accompanying figure, what is the interior angle at…

A: To Determine :- Interior angle at B

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

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

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

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Q: Q1/ The following staff readings in meter were obtained when leveling along the center line of the…

A: This can be solved by rise and fall method.

Q: 738.562 666.737, 559.319 207.453 541.742) 688.350 379.861 839.008 ( 296.099 604.048 218.330 323.936,…

A: Bearing: Bearing of a line is the angle measured from the north end of reference meridian. Latitude:…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

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Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: Find the area of the lot using the given data.

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Q: Using the given data from the close traverse shown: POINTS BEARING DISTANCES АВ N 30° E 73.2 m ВС S…

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Q: Problem: Given in the tabulation are the measured length of each course and deflection angles of a…

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Q: Using the given data from the close traverse shown: POINTS BEARING AB N 30° E BC S 45° E CA Due West…

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Q: Compute area of traverse

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Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data given Find: (a) Angular error (b) Traverse accuracy (c) Adjusted coordinate (d) Adjusted…

Q: LINE BEARING S 74948' E S 16018' W S 69006' W N 29030' W N 42015' E DISTANCE (M) 542.16 795.25…

A: Lattitude and Departure signs :  N-E = Both positive  S-E = Lattitude negative Departure positive…

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: QUESTION 1 (a) Line F/S B/S AB 53°30' 236°50' BC 165°20' 344°00' CD 116°30' 294 20 DE 236°30' 58°40'…

A: here difference of F/S and B/S of EA is exactly 1800. So F/S and B/S  of EA is correct and B/S of DE…

Q: Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side F.B B.B AB 107° 15'…

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Q: 5.765 0.345 1.255 1.100 0.465 2.095 |0.130 вм 36 0,245 вм 35 154.375 88-O

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Q: N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE…

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Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05"   co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: 3.015 0.780 J 0.462 Level H position 4 .925 3.250 |2.554 1.786 0.927 1.983 3.589 0.571 Level G.…

A: Given question is from levelling topic  The terms used in answer are RL which is elevation of a…

Q: 1. The angle in a pentagon were as follows: Station A B C D E Angle 120° 77° 63° 134° 145° No. of…

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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: LINE DISTANCE BEARING AB 60 N15°30'E BC 72.69 S82°23'E CD 44.83 S17°30'E DE 56.45 S70°36'W EA 50…

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Q: To get the topography of a given area, a transit was set up at point A and sighted points B and C.…

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Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E C For the accompanying figure, what is the interior angle…

A: Given: In figure Bearing of line  To determine: interior angle of B FB = fore bearing  BB=  back…

Q: Q5) If |BC| = 166.176 m , determine Azimuth (AB),|AB| and coordinates of point C %3D x=906.54m B…

A: coordinates at A=XA,YA=879.94,88.09  and  Azimuth =θABB=XB,YB=906.54,253.95  and  Azimuth…

Q: A 55°25' D S 80°21'E N 85°31'W B S 6°19'E C For the accompanying figure, what is the interior angle…

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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.