Answered: Station A 30 B C D E X(m) Y (m) 0 0 +…

Engineering

Civil Engineering

Station A 30 B C D E X(m) Y (m) 0 0 + 170 +320 +470 +90 +340 - 110 <-40 - 220

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: The sum of the latitudes and departures obtained from a link traverse that began from Station 8 and…

A: Given data: Station 8 : N 6635.218, E 5328.616 Station 9 : N 6436.103, E 5129.501 Sum of Latitude:…

Q: iven below is the tabulation of the observed data for a survey. a)Determine the latitude and…

A: Given:- The observed data for the survey is given:- Course Distance (m) Azimuth from South AB…

Q: The contour interval should be in inverse ratio to the scale of the map. Maybe False True Sometimes

A: Given, Statement- The contour interval should be in inverse ratio to the scale of the map To…

Q: Using the provided data, determine the lot area of the traverse. Note: You have to verify if it is a…

Q: 2. Determine the missing data of the given traverse and determine the area using a. Transit Rule b.…

A: Note - Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: What is the principal health effect of radon as indoor pollutant?

A: There are various factors in the indoor environment that can affect well-being and health. The main…

Q: you b) While making a map which has timber of will prefer Radiation method or Intersection method?…

A: While making map in plane table , resection method and intersection method is used. The radiation…

Q: 1. answer this Traverse Area Computation and plot one of the area using northings and eating.…

Q: Given in the accompanying tabulation are the observed data for a traverse obtained from a transit…

A: To Determine Linear error of closure and To balance the traverse using Compass Rule.

Q: What criteria should be used when making reference ties to traverse stations?

A: No direct checks of angular measurement are available. So indirect checks can be made. As…

Q: Find the area by using Double Meridian

Q: 3. Use the given table below and the technique of coordinates to compute the traverse area and plot…

A: The data is given in order to find the area we will use concept of latitude and departures.

Q: SITUATION 6: The data for a closed traverse are as follows: Bearing Course AB BC CD DA S W S 8° 51'E…

Q: Problem #5 For the given data of a close traverse, determine the missing distances of course BC and…

A: Please find the answer in the below attachment

Q: LINE LENGTH AZIMUTH DMD DOUBLE AREA АВ 878.6411 55°04'27.60" вс 602.7888 197°51'53.50" CD 544.6687…

A: To Find :- Area of closed traverse using DMD method.

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 data for a closed traverse, find the missing data. Bearing Length, m 172.62 N…

Q: 2. answer this Traverse Area Computation and plot one of the area using northings and eating.…

Q: Q2: The following data were collected while running a closed traverse ABCDA starting from A toward…

Q: There is a three sided plot of land that you need to define. Based upon your field measurements with…

A: Calculating the closure error is necessary to determine whether the closed traverse meets Ohio's…

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A: Given:- The east coordinates of the point R = 13291.831 m The length of the line RQ = 501.181 m…

Q: Given the following tabulated data for a closed traverse, determine the ff: COURSE AB BC CO DA…

A: Given, Tabulated data for closed traverse To find : Length BC, CD and area of closed traverse

Q: A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.46 19.72 BC…

Q: 3. Calculate surface are of the site "ABCDE", if the survey results are: Distance (ft) Right Angle…

A: Make a proper diagram to some scale (roughly). Divide the area into small triangles. find out the…

Q: Given the following data for a closed traverse in which the lengths of sides CD a DE are unknown…

A: To determine the length of side DE For a closed traverse summation of latitude and departure is…

Q: What is necessary to adjust horizontal surveys by the least-squares method?

A: 'Least squares method'- It is a powerful and statistical technique that can be used in order to…

Q: the two sources of Errors in sample surveys.

A: Different sources of errors in sample survey are: 1. Specification error 2. Frame error 3.…

Q: Problem 2. Given the following traverse notes for a closed traverse, LINES AB BC CA AZIMUTH 225°…

Q: 28 Assignment (2) Given the following traverse data Jr Compute for: 1.Latitude and Departure of each…

A: As per the guidelines we are only supposed to answer first 3 parts. Repost rest of parts. There are…

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A: Given:- The east coordinates of the point R = 14239.433 m The length of line RQ = 665.639 m The…

Q: What is the relative error of closure? O a. Perimeter of traverse/error of traverse O b. Perimeter…

A: The other name for relative error of closure is the degree of accuracy or relative accuracy.…

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

A: We can find the area of Traverse by DMD method (double meridian distance) DPD method (double…

Q: LATITUDES DEPARTURES LINE LENGTH BEARING N W AB 639.32 m N 09° 30' W BC UNKNOWN N 56 55' W CD…

A: An angle between north and south and a direction is called a bearing in land surveying. Generally,…

Q: What are the importance of Hydrographic Surveying in mapping for navigation on a bodies of water?

A: Hydrographic Surveying Hydrography is defined as the science that deals with the measurements and…

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

The coordinates of traverse stations of a closed traverse ABCDE are given i table Calculate the area closed by the traverse.

Station
A
B
C
D
E
X(m) Y (m)
0
0
+ 170
+320
+470
+90
+340
<-40
-110
- 220

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 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

Calculate the omitted lengths of the lines of BC and CD of a closed traverse ABCDEA, using the following data: Line Length Bearing ΔΕ AN AB 104.85 14°31 +26.29 +101.50 BC ? 319°42' CD ? 347°15' DE 91.44 5°16′ EA 596.80 168°12' +122.05-584.21 - - - +8.39 +91.06
Fast pls
The horizon topography categories are? a. Four categories b. Three categories C .Six categories d. Two categories
II. DETERMINE THE AREA OF THE CLOSED TRAVERSE USING DOUBLE MERIDIAN DISTANCE (DMD) METHOD: LINES BEARING DISTANCES AB S 8°51' W 126.90 m BC N 18°51' W 90.20 CD N 37°27' E 110.80 DA S 11°24' 31.72" W 54.55
please provide full solutions :)
2. The following offsets, with Sm interval were measured at right angles from a traverse line to inegular boundaries. Calculates the area between the traverse line and the irregular boundaries using the trapezoidal rule and Simpson rule. CH 16 24 32 40 48 56 64 72 RL(m) 0 15.2 14.8 13.5 14.2 15.2 15.6 15.8 16.2
Q2/ The coordinates oftraverse stations of a closed traverse ABCDE are given in StationX(m) (m A B + 170 + 320 + 470 + 90 + 340 - 110 E - 40 - 220 Calculate the area enclosed by the coordinate method and DMD method?
I. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. De- termine the latitudes and departures of each course and balance these quantities by employing the transit rule. Tabulate values accordingly. COURSE LENGTH AB BC CD 495.85m 850.62 855.45 AZIMUTH FROM NORTH 5°30' 46 02' 112°22' COURSE LENGTH 1,020.87m 1,117.26 660.08 DE EF FA AZIMUTH FROM NORTH 167°35' 263 44' 304°51' 2. ADJUSTMENT OF LENGTHS AND AZIMUTHS. Given the observed and calculated data in Problem No. I. Determine the adjusted length and adjusted azimuth (reckoned from north) of each course and tabulate values accordingly.
3. Calculate surface are of the site "ABCDE", if the survey results are: Distance (ft) Right Angle 100 45 37 A B с D E A 647.25 203.03 720.35 610.24 285.13 231 23 43 17 12 59 89 03 28 101 34 24