If the azimuth of AB is 45°48’56”.. Compute the azimuths of AE, ED, DC, CB, BA

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

A:

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: a. b. c. 120° Az 315° Az 245° Az

A: a120°Az is in 2nd coordinate:Bearing =180-120=60°so,Bearing =S 60 E

Q: Convert a forward azimuth of 270°-00'-01" to its equivalent forward bearing

A:

Q: Features on a slanted surface appear foreshortened on the primary views. True? A. Yes, always B. No

A: While viewing any object from six principal views, there are certain times when exact shape and size…

Q: Azimuth in DMS from Point A to Point B: 45-14-37 Distance from Point A to Point B: 927.56' Azimuth…

A: Fig.

Q: 15. An azimuth observation was taken on Polaris at eastern elongation. The instrument is then turned…

A:

Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…

A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'

Q: With a line of sight making an angle of 4 degrees 30' with the horizontal, the length intercepted on…

A:

Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35'…

A:

Q: Convert from a. b. bearing to azimuth. S 25° W N 35° E c. N 20° W

A:

Q: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

Q: A is a point having an elevation of 130.48 m above datum, and B and C are points of unknown…

A: Consider the following figure.

Q: Calculate the bearing of Azimuth: 0°50' 296°06' 205°54' 135°20' 33°27' 95°39'

A: In bearings  We measure the angles with respect to North or South whichever is nearer  in clockwise…

Q: Convert

A: Given data -  Bearing = N 89° 20' 30'' W

Q: The magnetic declination at a place if the magnetic bearing of sun at noon is 352°40' is: (a)…

A: Magnetic bearing of sun at noon kis = 352o40'To Find :Magnetic defclination ?

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.