1.Given the following technical description of approved surveys and their correspondingcoordinates.PSU-187 773CoordinatesLINEBearingDistance (m)Northing1000.00Easting1000.00ABN 76° 18' E733BCN 23° 20' W598CDS 61° 35' W415DEN 57° W511EFS 32° 45' W395FAS48° 23' E708a. Determine the linear error of closure and its bearing.b.Determine the adjusted distance of each line.c. Determine the area of the closed traverse PSU - 187 773.

Answered: Image /qna-images/answer/1bdb5126-db42-473d-8b54-4ffb9433f9f5.jpg

Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing Easting 1000.00 AB N 76° 18' E 733 1000.00 BC N 23° 20' W 598 CD $ 61° 35' W 415 DE N 57° W 511 EF $ 32° 45' W 395 FA S 48' 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c.Determine the area of the closed traverse PSU - 187 773.

Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing Easting 1000.00 AB N 76° 18' E 733 1000.00 BC N 23° 20' W 598 CD $ 61° 35' W 415 DE N 57° W 511 EF $ 32° 45' W 395 FA S 48' 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c.Determine the area of the closed traverse PSU - 187 773.

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: From the following traverse notes, determine the linear error of closure LINE BEARING LENGTH 1-2 N…

Q: Offsets were taken 9m apart in the following order; 2m, 3.2m, 4m, 3.5m, 5m, 6m, 7m. Determine the…

Q: The closing error for the traverse PQRS

A: Given data, Data from a closed traverse survey PQRS are given in the table.Line PQ angle= 88…

Q: A survey was laid out as follows: a. Line AB has a bearing of S14°26'12"E b. At B, point C was…

Q: Problem 2 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most…

Q: 1. Compute the missing or omitted distance or bearing 6. S 85°51' E 160.00 m. 1 N 51°59' E 165.88 m.…

A: Given:- Some distances and bearings of an area are given To determine:- The missing or omitted…

Q: Given the closed traverse data. Lines Bearing Distance AB N20o E 20.35…

Q: A lot with given observations below has missing adjoining observations, one has missing bearing and…

Q: 32. Compute for the area by using DMD and DPD method.

A: Using DMD method - Line Bearing Distance Latitude Departure DMD 2A AB S36.46W 44.84 -35.624…

Q: DATA AND RESULTS LINE AB BC CD PE EA OBS. DIST. 14.90m 15 m 15.52m 12.56m 13.84 m OBS BEARING N 43°…

A: To Determine :- The total area of the traverse using Double Meridian Distance (DMD) method.

Q: A docs.google.com =6 To establish a new benchmark on point B using a levelling instrument. The work…

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

Q: with the given table below, find the following: - Linear Error of Closure - Relative Error of…

Q: Problem 4 Adjust the angles of triangle ABC for the following angular values and weights; #1. # 2.…

Q: Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep Course Length, ft Bearing +N -S +E -W…

A: Course Length Bearing(WCB) Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

Q: 6] If the magnetic declination is 5deg 30min W during the time of the survey, what is the true…

Q: Given the accompanying tabulation for a closed traverse in which the length and bearing of line DA…

Q: Unknown Bearing 1391.17 m S75 48'E 867.46 m S 68 06'W 1035.79m 1272.41 m Unknown Bear 1938. 90

Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

Q: The tabulation shows the observerd data of a traverse. Determine the unknown quantities

Q: The RL of a point is 120 m and elevation of the instrument is 1 m. If a contour line of 119 m is to…

A: Given - RL of point = 120 m Elevation of the instrument (h) = 1 m Elevation of contour line from…

Q: 32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N…

A: To determine the area of traverse using DMD and DPD method. First step is to write the Latitude…

Q: Due to carelessness of one member some information of the technical description were lost. Bearings…

Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

100%

1.
Given the following technical description of approved surveys and their corresponding
coordinates.
PSU-187 773
Coordinates
LINE
Bearing
Distance (m)
Northing
1000.00
Easting
1000.00
AB
N 76° 18' E
733
BC
N 23° 20' W
598
CD
S 61° 35' W
415
DE
N 57° W
511
EF
S 32° 45' W
395
FA
S48° 23' E
708
a. Determine the linear error of closure and its bearing.
b.Determine the adjusted distance of each line.
c. Determine the area of the closed traverse PSU - 187 773.

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 t

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

Problem 2 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most probable angles; e AOB BOC COD AOD Measurement 25°32' 35°49' 29°15' 90°00' weights 4 3 2 1
Determine the total area using the DMD method. Use bearing in determining latitude and departure.
Co-ordinates of two points Pand Q are given below. A third point Ris so selected that bearings of PR and RQ are 25° 33' and 43°34' respectively. Find the lengths of PR and RQ. Point Northing 135 m 1200 m P Q Easting 150 m 1500 m
pls show solution and figure
In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4 N18°58'40"W 35.43 31.79 49.40 4-5 N02°30'00"E 5-1 S80°27'40"E 1. Plot the traverse 2. Compute for the latitude and departure 3. Obtain the correction using transit rule 4. Apply the correction for the latitude and departure 5. Compute for the corrected length and bearing 6. Compute for the Area using DMD method