The following data were obtained by stadia observation: vertical angle, + 12deg 51 min; upper and lower stadia hair reading, 4.311 and 3.730 m, respectively. the rod reading was taken at 3.785m above the stadia point A and the height of instrument set up at point B is 1.620m. If the stadia interval factor is 99.5 and the stadia constant is 0.381m, what is the vertical distance? a.54.098 b.94.780 c.12.620 d.26.364

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

A:

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

A:

Q: A stadia measurement was undertaken with theodolite having an internal focusing telescope and a…

A:

Q: Using the Stadia Reduction Table,what is the Cde if the instrument constant is 0.229 and the…

A: Vertical angle 21.43° Instrument factor .229 K= 100

Q: Staff at Vertical Angle Staff Reading Upper Middle Lower P -5°12' 1.388 0.978 0.610 Q +27°35' 1.604…

A: Given:- Elevation of A=75.5m Height of tachometer=1.55m k=100 c=0.0 To find:- Elevations of P and Q…

Q: Develop an error budget for the angle observations. We will have calibrated the tribxachs and…

A: To calculate the standard deviation of a traverse angle for a set of angle observations, we need to…

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

A:

Q: (b) The following observations were made in a tachometric survey: Hair Remark Height of axis (m)…

A: The principle of tachymetric testing is based on the isosceles asset. It means; the ratio of the…

Q: The following data were obtained by stadia observation: vertical angle, +12deg 30min; upper stadia…

A: A total station is an optical instrument normally used in construction, surveying, and civil…

Q: 1. The following data were obtained through stadia observations are listed below. Determine HD, VD,…

A:

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

A:

Q: S= 134.267m RR=64.267 A 551 -25°42' C S=234.2 67 m RR= 34.267 m B Elev. =1534.267 m

A:

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

A:

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

A:

Q: The following consecutive staff readings were taken with level and 5m staff at 70 m interval. The…

A: Solution: Given: Station BS IS FS 1 1.25     2   2.187   3     2.05 4 3.12     5   1.57…

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

A:

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen…

A:

Q: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m…

A: Answer: Elevation of instrument station =475.345m

Q: Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading,…

A: K=99.5 C=0.381m To find difference in elevation between the ground points

Q: A stadia measurement was undertaken with a theodolite having an internal focusing telescope and…

A:

Q: A transit with a stadia interval factor of 98.99 was set at C on the line between points A and B,…

A:

Q: Stadia observation yielded the following results: vertical angle, +13°20': top stadia hair reading,…

A: Using tacheometer formulafor horizontal distanceD=kscos2θ+Ccosθfor vertical…

Q: +--19-1-1"IPSSn

A: Height of collimation = RL+Backsight RL Fore sight = HC-FS

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

A:

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

A:

Q: From an instrument set up at point A, the angle of elevation of point B is +16°81' while point C is…

A: Given, Angle of elevation of point B=+16°81' Angle of elevation of point C=+7°42' Considering the…

Q: The following data were obtained by stadia observation: vertical angle, + 12deg 51 min; upper and…

A:

Q: A stadia measurement was undertaken with a theodolite having an internal focusing telescope 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: Given:- The upper and lower stadia hair readings on a stadia rod held at station B = 3.50 m and 1.00…

Q: How to solve instrument stadia constant in tacheometry using focal length and length of the…

A:

Q: A tacheometer was placed at point P to estimate the horizontal distances PO

A:

Q: The following data were obtained by stadia observation: vertical angle, +12deg 30 min; upper stadia…

A:

Q: A stadia measurement was undertaken with a theodolite having an internal focusing telescope and a…

A:

Q: SITUATION. The following data were obtained by stadia observations sighted at Point B: Vertical…

A:

Q: 3. Given the respective reading from an internally focused instrument from a stadia rod are as…

A:

Q: A benchmark (RL=20.345m) was observed as a backsight with a staff reading of 1.413m. Calculate the…

A:

Q: stadia measurement was undertaken with a theodolite having an internal focusing telescope and a…

A:

Q: Which method should a topographer use to measure distance using the method in the image ? A B k k C…

A: Brief concept- The distance can be measured by different methods of surveying. One method is shown…

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.