zero error and reading error in relation to measuremen

Q: Determine the x. Measure it from the y-axis. 100 140 mm 140 mm

A:

Q: 1. Locate the geometric centroid of the along the x and y axis of the figure shown below. 250.0000…

A: Due to summery about y axis it is clear that centroid of y axis will be at half the distance from…

Q: as computed with the following results: 1st set of measurements = 1201.50 0.02m 2nd set of…

A: Given:- 1st set of measurements = 1201.50 0.02m2nd set of measurements= 1201.45 0.04m3rd set of…

Q: Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft…

A:

Q: Problem 3 Using the provided figure below, sketch the front, top, and right views of the object…

A: To Draw the front view, side view, and the top view of the given diagram and calculate the area of…

Q: BACKSIGHT FORESIGHT STA HI ELEV HAIR RDGS MEAN RDG S HAIR RDGS MEAN RDG S 3.258 BM20 3.015 532.1234…

A: In surveying leveling is a process to find the height of elevation it is also known as the RL of…

Q: What is the total random error in 8 measurements, if you know the single random error is 18.0 mm?

A: Given: The total number of measurements is 8. The single random error is ±18.0 mm.

Q: 2.2 Repeat Problem 2.1 with the following values: D10 = 0.27 mm, D30 = 0.41 and D = 0.81 mm. %3D %3D…

A: Given data-

Q: A transit with a stadia constant of 0.381 and stadia interval factor of 100.8 was set up between…

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

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.