Zbe a+ Zab-180 > iso Zbc N Zbe =atZab,t 180 265° <180 B Zcd N 40.20 234° 95° 30.10 C 28 126° A 79° 95° 54.93 281° E 25.30 15.82

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: В 77°30' 77°50 32°40 47°35' 68°55' 68°35' H 47°15' E 71°00 70°00 75°05 A 74°55' 80°25' 80°25' G…

A:

Q: a-Calculate the bearing in DMS from Sta. A to Sta. C. b-Calculate the distance from Sta. A to Sta.…

A: The slope of a line with the x-axis is given by tanθ=y2-y1x2-x1 In the given question, y2=4314.08…

Q: A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Q: Using whole circle bearing, find the correct bearings for the below traverse using the provided…

A:

Q: Find redundant NBD.

A: ##CALCULATE Of forces in Redundant member BD##

Q: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30’E…

A:

Q: Find the bearing of the line having: dep= 434m and latitude of 650m

A: departure D=Lsinθ=434 m latitude L=Lcosθ=650m

Q: HOMEWORK FOR BEARING CALCULATION AND TRIGONOMETRY .B N85°E 100' Bearing and Distance from A to B, B…

A:

Q: Draw the 1ft contour lines across the 2-lane road with 12ft lanes and 5ft wide shoulders. The…

A: Longitudenal slope= 5%cross slope=3% accross pavement                      =3% accross…

Q: The bearing of a line AB in a closed traverse ABCA is 137°30' and its length is 125.8 m. The…

A: Bearing of line AB: 137°30′Length of line AB: 125.8 mX-coordinate of point A: -5 mY-coordinate of…

Q: 1 Give the azimuths of the lines AB, BC, CD, and DA shown in Figure P7-1. North is zero.

A:

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.