Best describes an open traverse Select the correct response: the summation of exterior angles is equal to 360 degrees the initial traverse station position is different from the final station position the summation of latitude s and departures are zero the summation of interior angles is equal to (n- 2)*180 degrees the summation of deflection angles is equal to 180 degrees

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: * Calculate all of the latitudes and departures for all courses * 2) Calculate all of the…

A: ###Open traverse ## 1-Determination of Latitude and Departure  2-Coordinates of all points A to G 3-…

Q: The angles of a six-sided traverse are turned so that the 95% error of any angle is ±1.9". Part A…

A: For a traverse having a number of sides, Also, for error,  the error in any angle, To determine the…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

A:

Q: 4. The slope distance (L1) measured between A and B is 28.533m. Determined the correction necessary…

A: Correction = True value - Measured value  In given question ,  Horizontal equivalent = true value…

Q: The instrument used was a transit with an internal focusing telescope and a stadia interval factor…

A: Solution: θ1=-14°45'l1=kSACosθ1l1=99×1.82×Cos-14°45'l1=179.24H1=l1Cosθ1H1=168.5…

Q: 5: Open Traverse: Find the distance and direction of boundary AD.

A: ###Distance AD and Direction of AD of Open Traverse####

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.