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: Given in the accompanying tabulation re the observed data for a closed traverse. Refer to fig.…

A: Angle to the right = Direct angle  Direct angle is the angle measured from preceding line to the…

Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

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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 closed traverse has the following observed quantities. Line Distance (m) Bearing S 80°46' W АВ…

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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: LINE BEARING DISTANCE АВ S 15°36'W 24.22m ВС N 69°11'E 15.92m CD N 57°58'E DA S 80°43'W

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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: FG 217.7 S 20 30' E N 21 00' W 4. The following are the observed lengths and magnetic bearings of a…

A: Corrected forward and backward value is shown in the table below; LINE LENGTH FORWARD BACKWARD…

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

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Q: The length intercepted on the stadia rod is 3.6 m and the line of sight makes an angle of 3°15' with…

A: Given data: Length of intercept, S=3.6 m Line of sight makes angle with horizontal,=3o 15' Stadia…

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

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Q: 7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ.…

A: Take northing along the y-axis and easting along the x-axis The coordinate of P(x,y) = (1050, 650)…

Q: Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the…

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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:∑…

Q: PROBLEM 17: The following are bearings and distances taken on a closed traverse. Bearing N60°E Due…

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Q: 12 wedge A. 2865 N B 2685 N c) 2391 N D 1392 N 3224 N F 1932 N G) 3422 N H) 2586 N

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Q: 2 k D 6 ft 00 B 8

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

A: Traverse- It is a series of lines along which the execution of the compass survey takes place. It is…

Q: Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial…

A: Given question,  (A) Diagram of traverse classification (B) Area calculation of traverse by DMD…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A: Given, To determine, corrected bearing of each line

Q: For the footings shown in figure, calculate the increase in stress at point (A) at the depth of (3…

A: Given data Line load Circular load Strip load I ll use Boussinessq's equations to solve it.

Q: 3. The following data if a closed traverse is shown in the technical description. The area of the…

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Q: The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290"…

A: The given data is: The azimuth of line AB=290° Coordinates of point A=(1000,1000) Calculating the…

Q: At a resection point P, the following horizontal angles were observed to three control poi L, M and…

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Q: 3 45 200 b00 Find Pot FiL assume i 8%

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: In AHJK, PM I| JK as shown. Find HPM. H. M 76 10 25 27' K O HPM = 76°10' %3D O HPM = 25°27' %3D O…

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Q: A closed traverse has the following data: Line Distance (m) Bearing АВ 44.47 BC 137.84 CD 12.83 N…

A: Given:  ABCDEA is a closed traverse Bearing of CD, DE and EA are given Bearing of AB is to be found…

Q: Q3: Find the elevation of all point if the elevation of Last point is 30 m and check the results.…

A: Calculate the reduced level of the first point,  Height of the instrument = RL of BM + Back sightRL…

Q: 8. Compute for the following and show the tabulated solutions: Azimuth LINES Length (S) AB 1020.87…

A: Solution Line Length Azimuth Latitude departure Correction Adjusted Adjusted Length Adjusted…

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.