Determine the Distance DE b) Determine the Distance AE c) Determine the Bearing of Side BC.

Q: Problem 2: DETERMINE the DISTANCE AND BEARING of line 5-1 and DRAW the lot boundaries. Also…

A: Determine the missing distance and bearing of line 5-1. Draw the traverse then calculate the area of…

Q: The data as shown below are the elevations of each corner of piece of land. Every side of square is…

A:

Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…

A:

Q: For the lot whose other description is given below: LINE BEARING LENGTH (m) АВ Due East N 35°12' E N…

A: Given: Bearing and length of lines are given.

Q: Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation…

A:

Q: Subdivide the lot having the given technical description into two equa! areas by a ine parallel to…

A:

Q: 3. A lot boundary was measured from point A to B with a bearing of N 30°35' E. Compute for the…

A:

Q: A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

A:

Q: I will downvote the incorrect solution..A lot has a frontage of 120 m along a road. The other sides,…

A:

Q: iv. Using compass rule, compute the new length of course EA. Using transit rule, compute the new…

A:

Q: SITUATION #2: A square lot has one side AB having a bearing of N 30°15' E. (20pts) a. Determine the…

A:

Q: 450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX rX/2…

A: Given data L=450feet g1=-3.00% g2=+1.50% VPI station =66+50 VPI elevation=560.00feet

Q: A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

A:

Q: Find the length of AB and the bearing of line DE for the lot whose other description is given below.…

A:

Q: +901.00 m (Dep of AB) +1000.20m (Dep of BC) -900.50 m Dep of DE) -915.16 m (Dep of CD) -85.54 m (Dep…

A: Given  To find length of RS  Distance of S from C

Q: Situation 1]A private parcel was surveyed prior to the construction of a proposed fabrication plant.…

A:

Q: A rectangular lot ABCD was laid out using triangulation methods and points were taken from station…

A:

Q: 3. A lot boundary was measured from point A to B with a bearing of N 30°35' E. Compute for the…

A:

Q: Given the technical description of a triangular lot. Compute the area and perimeter of the lot. Show…

A:

Q: etermine the subdivided areas by a line passing through corner C and at the mid-length of the line…

A: Latitude=Lcosθ where , L=length of line              θ=bearing (given in question) LATITUDE VALUES…

Q: An equilateral triangular track of land has a length of one of its sides equal to 3600 m long. It is…

A: Given:-  An equilateral triangular track of land has a length of one of its sides equal to 3600 m…

Q: D. 0 m² 35. To determine the area of a triangular lot ABC, a surveyor set- up a transit at point P…

A:

Q: f) What is the length of side AD on the lot? g) What is the length of side AB and DC on the lot…

A:

Q: 0.35m 0.35 LOS 105m

A:

Q: Situation #1 El is Constant (Assume El = 1 kN-m²) Y KN -3m 1 10 + A X KN - 4 m B X= 329 Y= 29 A= 8

A: Given EI=1 KN-m2 As per first theorem of Moment area method θB/A=∫ABMEIdx Notation θB/A is the…

Q: If the area of the 1890.00 m², and one of the sides of the lot has a bearing of north 45° east (N…

A: An equiangular triangular lot is given The area of the lot = 189000 m2 One side of the lot has a…

Q: 15. A lot is bounded by 3 straight sides, namely: AB, N45°E, 160 m long, BC and CA both 190 m long…

A:

Q: 300 kips 75 kips 27 47°

A: solution as the two forces are in opposite direction consider the internal angle of the traingle…

Q: (6 pts) The property below is to be subdivided so that the parcel labeled 1 must contain 6 acres.…

A: Given: The property below is subdivided so that parcel labelled 1 must contain 6 acres.    To Find:…

Q: Compute the area (square meters) of the given lot using DMD. LINES BEARING DISTANCE (m) S 75°58' E S…

A:

Q: triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

A: Given:-  A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA…

Q: Given the description of the lot a. Make a sketch of the lot b. Compute the area of the lot c. A…

A:

Q: the level section data below. D 23.7 23.1 5.3 C 7.8 Station 1+200 12 C 7.8 23.7 12 CL C 5.3 0 C 7.4…

A: Since you have asked multiple question, we will solve the first question for you. If youwant any…

Q: LINE LENGTH (m) BEARING N 40° E S 10° E АВ 1200 ВС unknown CA unknown N 60° W

A: Traverse in surveying is of two types open and closed traverse. In an open traverse, the start and…

Q: 1. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A  and B are…

A:

Q: 2. A rectangular residential lot was mark as ABCD (clockwise). If the bearing of line AB is N 45°34'…

A: Given, Bearing of line AB= N45°34'W, Find out; Bearing of line BC= ?

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.