B and C were observed from point A where the instrument was set up at a height of 1.25m. Point B and C were ahead of point A. Below shows the data recorded as observed for points B and C. d. what is the slope distance between the ground durface at point B and the ground surface at point C. e. What is the elevation of point C if point A is at an elevation of +0316.15 m above mean sea level.

Q: 5) It is desired to determine the height of point B using point A whose height is 650.24 m. By…

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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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: (c) To determine the elevation of station A, the following observation were taken, the rod held…

A: Elevation diagram of the staff station and instrument stations: Anallatic lens C = 0 K =100

Q: Example 5) For the purpose of realizing the work of the dirt dam, the survey was repeated, and the…

A: Given Data: Leveling station is 00+1. Level of leveling station is h=12.06 m.

Q: 7. A horizontal collimation test is performed on an automatic level. With the instrument setup at…

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Q: Describe the conditions under which tachometric surveying is advantageous. Explain how you would…

A: Tacheometer is an optical instrument that consists of lenses hence it is one of the methods of…

Q: From the given data of a differential leveling as shown in the tabulation: Backsight Foresight…

A: There are 7 stations and back sight, fore sight of those stations were given. The elevations of all…

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: A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

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Q: 2. A reciprocal leveling is observed across a wide river and the reciprocal level readings were…

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Q: In trigonometric leveling from point X to point Y, the slope distance and zenith angle measured at A…

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Q: A field party is capable of making taping observations with a standard deviation of +/-0.003 m per…

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

A: Given:- The trigonometric leveling survey data of 3 stations E, Y, & A are given The slope…

Q: Jr, a civil engineer was to estimate the height of a transmission tower (G). He performed…

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Q: 2. A reciprocal leveling is observed across a wide river and the reciprocal level readings were…

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

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Q: Fundamentals of Surveying: Please show your solution. The backsight reading on a point is 9.35 m…

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Q: n leveling across a deep and wide river, reciprocal level readings were taken between two points, X…

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Q: A reciprocal leveling is observed across a wide river and the reciprocal level readings were taken…

A: GIVEN, The above problem is related to 'SURVEYING' And it is from the concept of 'RECIPROCAL…

Q: A line of three wire differential levels goes from benchmark Gloria to benchmark Carey. The length…

A: Given data:- Length of the line, L=1487 m Compensator accuracy is ±1.5 mm/km Estimated reading error…

Q: You are the engineer responsible for the planialtimetric survey of a plot of land where a rural road…

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Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: A reciprocal leveling is observed across a wide river and the reciprocal level readings were taken…

A: Given:- The reciprocal level readings were taken between points A and B  When the instrument is at…

Q: Determine: (a) The probable error of the mean in Taping Operation 1. (b) The probable error of the…

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Q: exceeded? b. How accurately should each 30.000 m distance have be measured so that the estimated…

A: Theodolites are essentially the most precise tools for measuring the horizontal and vertical angles…

Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…

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Q: 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m.…

A: The distance = KS + C. The staff needs to be perpendicular to the line of sight. Here in this case…

Q: A student used the breaking tape method in determining the horizontal distance of a sloping terrain…

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Q: 1. A tachometric surveying was conducted to obtain some readings for inaccessible points, where it…

A: Given      case 1  instrument and Bench mark angle θ=-4.°26' and staff intercept S=2.041-1.205=0.836…

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.