PROBLEM 6: Given the data of the closed traverse: Line Distance Bearing S15°36'W 24.22 m 15.92 m АВ ВС S69°11'E CD N57°58'E DA S80°43'W Find the distance DA in meters. а. 70 b. 75 C. 77 d. 80

Q: From the following measured interiror angles of a five sided figure, compute the following: Station…

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Q: The Free-Body diagram for joint D is drawn assuming that all internal forces are in tension. Solve…

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

A: LINE LENGTH (l) BEARING θ LATITUDE (L) DEPARTURE (D) AB 550 S 80.00° W 260° -95.51 -541.64…

Q: A. ADJUST THE GIVEN CLOSED COMPASS TRAVERSE LINE LENGTH OBSERVED BEARINGS FORWARD BACKWARD STA…

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Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

A:

Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and…

A: Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Q: A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE…

A: Observation Table I.S TGT F/S Horizontal Circle Reduced Angle A E L/R 106-47-00 56-53-00   B…

Q: Q1): A field book is reproduced below in which some readings marked as (x), are missing. The true…

A: We have to determine the complete all missing data and perform all asthmatic checks and compute…

Q: Following data were obtained in a traverse sur Latitude Departure Line (in m) (in m) АВ 30.50 153.50…

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Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: Station Sight (+) Stadia Sight (-) Stadia Elev. ВМА 510,38 6,920 6,240 5,360 5,470 4,210 4,330 TP1…

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Q: A closed traverse has the ff. data: Lines Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45° 31 W N…

A: The area of the closed traverse can be determined by the following method: a) Coordinate method b)…

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: Time 2.35 - : 20 69 58 * ل 17° 16 35 97 69 360 TTU 58 057 58 20" to 35 جو کی 5 77 ا 53 35

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Q: ITUA 4: Given fthe data of the closec raverse: Line Bearing S15°36'W Distance 24.22 m 15.92 m АВ ВС…

A: To find distance of CD and DA

Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

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Q: Find the distance between P1 ( 3, 120°) and P2 ( 4, 30°)

A: Solution: d = r12 + r22  - 2r1r2cos(θ1-θ2) where, P1 = (r1 , θ1) and P2 = (r2 , θ2) Here,r1 = 3 θ1 =…

Q: A (150 , 200) 90° Due E 30 m H.W: Find the coordinates of traverse (A, B, C & D) by using…

A: Coordinate of A point =(150,200) Coordinate of B point =(150+30,200)=(180,200) Coordinate of D point…

Q: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

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Q: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: Course Adj. Lat. Adj. Dep. AB 490.71 m. 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32…

A: Course  Adj lat Adj Dep DMD 2A AB 490.71 47.27 47.27 23195.86 BC 587.12 608.89 703.43…

Q: 13. Standard accuracy for conventional surveying instruments. In triangulation for tertiary control,…

A: 13. maximum triangle closure error in triangulation for  tertiary control is 10" .  hence  (b) is…

Q: Line Length Azimuth AB 357.20 99°45' BC 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using…

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Q: HI HELP PLEASE WITH THE OBJECTIVE, INTRODUCTION AND CONLUSION(ATTACHED PHOTO ARE THE DATA AND…

A: To determine the elevation difference between BM-a and BM-b.

Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…

A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

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Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

A: To find corrected departure of BC using compass rule

Q: 1- Length & Bearing of DA using opposite calculation. 2- X, Y co-ordinates of all stations If the…

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Q: Situation 4] From the given data ofa dlosed traverse, The adjusted bearing of BC using compassrule.…

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Q: by the analytical method and Mohr’s circle Find εx' , εy' and γx'y' Find main directions θp and main…

A: εx = -600 μsεy = 200 μsγxy = 30 μs

Q: AbjusT THE QUA DRILATERAL USING SNGLE coveTION ALD SIDE tonpITION EQUKTYOH. ANCLE OBSERVED ANGLE 81…

A: After the Fieldwork of measurements of angles, there is a need for adjustment of angles. The angle…

Q: Adj. Lat. 490.71 m. Adj. Dep. Course AB 47.27 BC 587.12 608.89 D CD -327.41 786.78 DE -1002.76…

A: solution  we known that sum of the latitudes of the closed traverse = 0  and sum of the departures…

Q: 1. What is the linear error of closure? a. 0.113 b. 0.250 c. 0.045 d. 0.453 2. What is the balanced…

A: rror of latitudes:∑ Lat=415-210.16-204.51=0.33Error of Departures:∑…

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.