A stadia interval of 1.325 m is observed on a stadia rod held over a turning point using an engineer's transit with a stadia interval factor of 98.5 and a stadia constant of 0.300 m. The elevation of the instrument station is 379.246 m and the height of instrument above the station is 1.245 m. If the rod reading is 1.649 m and the vertical angle observed is - 15°17', determine the horizontal, vertical, and inclined distances by exact stadia formulas. Also, determine the difference in elevation between the turning point and the instrument station

Q: A transit is set up at a distance of 194.20 m from the stadia rod. With a horizontal line of sight,…

A: The tachometer is a special type of theodolite fitted with the diaphragm, which consists of…

Q: The following data were obtained by stadia observations: vertical angle is +7°11’, upper stadia hair…

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Q: Questiore The staff readings, taken with a tacheometer, are 0.850m, 1.170m, and 1.525 m. Determine…

A: Given data- Staff readings = 0.850 m, 1.170 m & 1.525 m, Constants K=100 & C=0.20 m, RL of…

Q: The observed inclined distance performed by stadia leveling is 95 m, and the vertical angle…

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Q: 1 attachment Vertical Stadia Hair Readings ROD/Point Angle Upper Middle Lower -25°15' 2.316 1.877…

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Q: The following data were obtained by stadia observation: vertical angle, +12°30'; upper stadia hair…

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Q: The following data were obtained by stadia observations: vertical angle = +7°55’, upper stadia hair…

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Q: TRIGONOMETRIC LEVELING. A vertical angle of -12°25’ is measured to the top of a water tank from an…

A: determine the elevation of the base of the water tank

Q: 3. The upper and lower stadia hair readings on a stadia rod held at station B were observed as 4.50m…

A: S3 = 4.50m S1 = 1.35m K = 99.75 Height of instrument above A = 1.52m S2 = 2.5m θ = 25°15'   To…

Q: A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B,…

A: Given data The stadia interval factor (K) is 100.8. The stadia constant (C) is 0.381 m . Solution…

Q: 3) A transit (internal focusing) at point A with a stadia interval factor of 100.85 has a middle…

A: Internal focusing theodolite at A with a stadia interval factor k=100.85 reading at middle=1.65 m…

Q: A survey party conducted a stadia surveying operation with the use of the same transit in Problem…

A: To Find :- Horizontal and vertical distance

Q: Transit is set up at A observed a stadia intercept of 2.2 m at a vertical angle of +18°23’. The…

A:

Q: NCLINED STADIA SIGHTS. A stadia interval of 1.325m is observed on a stadia rod held over a turning…

A: S=1.325m K=98.5m C=0.30 HI=1.245m

Q: An instrument is set-up at point M and vertical angles are observed at N -21º15' and O +33º45'. The…

A: Given Data- The given situation is shown in the below figure- To Find- It is needed to find out the…

Q: A tacheometer with an external focusing telescope was set up to determine the difference in…

A: To determine: difference in elevation of TP1 and TP2 horizontal difference between TP1 and TP2…

Q: Draw a free body diagram :Topic Trigonometric leveling     A transit is set up at point B which is…

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Q: From an instrument station a backsight was made on a turning point and the following data were…

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Q: PROBLEM 3: A stadia rod held at a distant point B is sighted by an instrument setup at A. The upper…

A: Given: stadia interval factor(K) = 100 stadia constant(C) = 0 lower stadia reading = 0.900m upper…

Q: SITUATION 9: The following data were obtained by stadia measurement vertical angle = +18°23' and…

A: Given: Vertical angle = +18o23'Stadia intercept = 2.20 mStadia interval factor = 95.5C = 0.30…

Q: The upper and lower stadia hair readings on a stadia rod held at station B were observed as 3.50 and…

A: Given:- The upper and lower stadia hair readings on a stadia rod held at station B = 3.50 m and 1.00…

Q: The following data were obtained by stadia observations: Vertical angle = + 9°25’, upper and lower…

A: Part - a

Q: A tacheometer is setup at A and the readings on the staff at B are 1.77m, 2.12m, 2.34m and the…

A: Given Data: A Tacheometer setup at A. Staff Readings at B are 1.77m, 2.12m, 2.34m  Inclination of…

Q: An instrument is set-up at point A and vertical angles are observed at B -21º15' and C +33º45'. The…

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Q: The following data were obtained by stadia observations: vertical angle is +4°17’, upper stadia hair…

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Q: The following data were obtained by stadia observation: vertical angle, +12⁰30’; upper stadia hair…

A:

Q: The following data were obtained by stadia observations: Vertical angle = + 9°25', upper and lower…

A: It is required to find the Horizontal stadia distance Vertical stadia distance Elevation of point…

Q: stadia rod held at a distant point B is sighted by an instrument set up at A. The upper and lower…

A:

Q: A transit with a stadia interval factor of 100 was set at C on the line between points A and B, and…

A:

Q: The upper and lower stadia hair readings on a stadia rod held at station B were observed as 3.50 and…

A:

Q: 3. In the figure below, a vertical angle of -14°30' is read to a target 1.75 m above point M. The…

A:

Q: The upper and lower stadia hair readings on a stadia rod held at station B were observed  as 3.50…

A: i) Horizontal distamee(D) between A & BD=(FS…

Q: a) the horizontal distance between the instrument station and the stadia point. b) The inclined…

A: Given : K = 99.5 C = .381 S = 4.500-3.250=1.250

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.