A point is sighted from a transit and found to have a stadia intercept of 0.60m. The distance of stadia rod from the transit is 61.2m. If stadia constant is 0.30, determine the stadia interval factor

Q: 2. PROBABLE ERROR. Joy, a geodetic engineer student, measures the distance of points A and B and a…

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Q: Slope distances AB and BC measures 123.45 m and 321.76 m, respectively. The differences in elevation…

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Q: Q2) If you know that coordinate A= (140.83,180.25), coordinate B= (80.38, 130.42). Find Az AB,…

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Q: If Independent coordinate of point A and B are (60, 70) and (70, 60) respectively, calculate…

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Q: Using DEPENDENT MOTION ANALYSIS, what is the length equation? Draw the reference line

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Q: Two distances of 50 and 80 meters were accurately measured out, and the intercepts on the staff…

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Q: An instrument is set up at point A sighted a rod at a certain distance and recorded a stadia…

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Q: Which one is the CORRECT expression for the horizontal distance between the instrument and the staff…

A: given staff intercept = S multiplying constant= K additive constant= C D= horizontal distance

Q: For data below the average P over an area by thiessen method is? if the area for each station = 222…

A: Thiessen's method is an accurate method of calculation of the spatial distribution of rainfall. It…

Q: An instrument is set-up at point M and vertical angles are observed at N (-21°15') and O (+33°45').…

A: d(NM) = 35G.2552m NOTE - As the value of G is unknown, so taking it 0. i.e. d(NM) = 350.2552m d(NO)…

Q: determine the linear error of the closure.

A: Given Data - To Find - linear error of the closure.

Q: Compute the angle 0 in the below figure (in grad), if you know the directions in grads ɑaB=128.5772…

A: To determine: The angle θ (in grad)

Q: With the line of sight horizontal, solve for the stadia constant given the following? Station…

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Q: 300kn 15° W 50°

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Q: Slope distances AB and BC measures 123.45 m and 321.76 m, respectively. The differences in elevation…

A: Given data- Slope distances AB and BC measure 123.45 m and 321.76 m, respectively. The differences…

Q: 34. In triangle ABC, AB = 15m, BC = 18m, and CA = 24m. How far is the point of intersection of the…

A: Answer We are given  Side AB = 15 m Side BC = 18 m Side CA = 24 m We are asked to find the distance…

Q: 39- 51 55 53 31 39.995 Solve for the length of the check base BE through the Strength of Figures…

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Q: 14. Shown in the accompanying Figure C are the measured offsets from a traverse line AB to an…

A: Given: Required: Area using trapezoidal, Simpsons and difference

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Q: 100 and C = 2) A transit with a stadia interval factor of K = at point C on the line between points…

A: Given data Stadia interval factor K =100 and C=0.381 Rod held at A Vertical angle θ1 =7.14…

Q: 2. The following interior angles of a triangle were measured with the same precision Hint: Weight =…

A: In a triangle, the interior is the set of all points inside the triangle's convex hull, which is the…

Q: The interior angles of a five sided polygon ABCDE are as follows: A = 117 36' , B = 96 32', C = 142…

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Q: The length of a series of line is found to be 342.62m in the forward direction 342.89 m in reverse…

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Q: With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to…

A: Note:- The value of "y" is not given Given:- The stadia intercept at point B = (1.94+y) m The stadia…

Q: TRUE OR FALSE 1. Control surveys in the present require controls points on top of towers located at…

A: 1. True : Becuase control points should be intervisible. 2. True: the contour line can meet itself…

Q: y 400 N 3 2 30° 1 300 N 1 X 700 N

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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.