In (Figure 1), the X and Y coordinates (in meters) ofstation A are 1005.594 and 1868.720, respectively, andthose of station B are 1564.865 and 650.491,respectively. Angle BAP was measured as298 37'41" and angle ABP was measured as65°03'33"FigureP1 of 1Part AWhat are the coordinates of station P?Express your answers in meters to seven significant figures separated by a comma.▸ View Available Hint(s)10 ΑΣΦ 11 IvecXp. YpSubmitProvide Feedbackm

Given:- X and Y cordiantes of station A are 1005.594 and 1868.720X and Y cordiantes of station B…

In (Eigure 1), the X and Y coordinates (in meters) of station A are 1005.594 and 1868.720, respectively, and those of station B are 1564.865 and 650.491, respectively. Angle BAP was measured as 298 37'41" and angle ABP was measured as 65°03'33".

In (Eigure 1), the X and Y coordinates (in meters) of station A are 1005.594 and 1868.720, respectively, and those of station B are 1564.865 and 650.491, respectively. Angle BAP was measured as 298 37'41" and angle ABP was measured as 65°03'33".

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

Q: Compute the lengths and azimuths of the sides of a closed-polygon traverse whose corners have the…

A: Given:- A (8000.000, 5000.000); B (2650.000, 4702.906); C (1752.028, 2015.453); D (1912.303,…

Q: In a topographic survey, three triangulation stations A, B, and C are sighted from point P. The…

Q: In the figure below, the X and Y coordinates (in feet) of A are 2265.68 and 3006.01, respectively,…

A: Given Co-ordinates- A : ( 2262.01 , 3010.12 ) B : ( 2984.64 , 2801.14 ) C : ( 3747.56 , 3027.06 )…

Q: In a hydrographic survey three stations ABC were established. Stations A and B an on the shoreline…

A: Given data in question latitudes Departures Bearings of line AB, BC and CA. To find out Interior…

Q: 6 1 point What is the adjusted elevation of point TP 1 from question 5? 657.20 ft 657.19 ft 765.20…

A: Step 1: Calculate the initial elevation for each point We begin by calculating the elevation for…

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plotting graph as per given co-ordinates: Area = 984.375

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: Problem: The survey data for a closed-polygon traverse is shown below: Course AB BC CD DE EF FA…

Q: 21. The elevation above sea level of two end poits of a base line for a triangulation system, as…

A: Given: Elevation above sea level of two end points of a baseline = 2683.45 m, 2615.22 m Measured…

Q: 3. AREA BY COORDINATES. In the following tabulatiòns are and adjusted departures of two adjusted…

A: Surveying is a branch of civil engineering which includes the amount of measurement for the road and…

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: Given the following Northing and Easting, use the COORDINATE METHOD to se area of this traverse:…

A: Given data: X1=931.45 Y1=1073.02X2=877.47 Y2=1101.8X3=1000 Y3=1000

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

A: Adjust latitute and departure of transverse using Bowditch method . Cordinates of station A is given…

Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

Q: Adjusted Distance The adjusted latitude and adjusted departure for a line is given as: Adjusted…

Concept explainers

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.

Question

In (Figure 1), the X and Y coordinates (in meters) of
station A are 1005.594 and 1868.720, respectively, and
those of station B are 1564.865 and 650.491,
respectively. Angle BAP was measured as
298 37'41" and angle ABP was measured as
65°03'33"
Figure
P
1 of 1
Part A
What are the coordinates of station P?
Express your answers in meters to seven significant figures separated by a comma.
▸ View Available Hint(s)
10 ΑΣΦ 11 Ivec
Xp. Yp
Submit
Provide Feedback
m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Using Trigonometric levelling.
A five-sided closed field traverse has the following angles: A= 99°23'07", B=151°13'02", C=80°58'30", D=115°19'02", E=93°05'39". The lengths of the sides are as follows: AE 352.72m, ED 582.01m, DC 367.19m, CB 381.48m, BA 401.41m. Determine the traverse's closure, accuracy, and area. The bearing of Line AB is N 51°32’0” E. Determine the bearing of Line EA.
7) Station A has xy coordinates (in feet) of (42992.36, 14354.37) and station B has xy coordinates of (43476.79, 15110.90). What are the course length and azimuth? L=898.34 Az=30°53'48.44"
Part A Compute the azimuth from north of line CD. Azimuth AB = 103°26'32"; angles to the right ABC = 52° 54'26", BCD= 36° 36'38". (Azimuth of AB is also from north.) O 192°25'34" O 192° 57'36" O 192°37'46" O 192° 37'46"
1. The algebraic sum of latitude and departure of a five-sided tract of land ABCDE are as follows: EL = - 1.45m, ED = + 1.25 m. If the perimeter of the above land ABCDE is 305.67m. Determine the relative error or precision of the survey. 2. The northing and easting of points P1 and P2 are: Points Northing Easting P1 1,234.50 1,567.80 P2 1,567.80 1,135.50 a) Determine the latitude and departure of line P1-P2 b) What is the bearing and distance of line P1- P2?
Determine the unknown values of a given closed traverse: Line Latitude Departure DMD DA AB 49.29 1470.73 ii. ВС 96.20 2861.57 iii. CD iv. 149.06 v. DA 18.41 vi. Area
Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for line AB Round to the nearest 2 decimal places and enter the unit.
Please do all the parts.
What are the coordinates of station P?
Fundamentals of Surveying All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. A triangular piece of land ABC (clockwise) has the following directions: AB = N 45o23’, BC = S 34o40’ E CA =N 79o50’ W.a) Compute the interior angle Ab) Compute the interior angle B
FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 3.The algebraic sum of latitude and departure of a six-sided tract of land are as follows: EL = - 1.35m, precision or relative error of the survey. ED = + 1.18 m. If the total length of boundary is 455. 56m, determine the 4.The latitude and departure of a traverse line were computed as +77.56m and – 87.78m respectively. a) Determine its bearing b) Determine azimuth, c) Determine is distance.
5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point C and is used to determine a distance of 1783.32 feet to point A (side CA), and 301.62 feet to point B (side CB). If the interior angle at point C is determined to be 121°02'15", what is the distance of side AB?