11. If the balanced latitudes and departures are given for the following traverse, what are the coordinates of the two remaining points? Points Bal Latitude B C A I -300 -300 +600 Bal Departure N Coordinate 1200 -200 +100 +100 E Coordinate 900

11. If the balanced latitudes and departures are given for the following traverse, what are the coordinates of the two remaining points? Points Bal Latitude B C A I -300 -300 +600 Bal Departure N Coordinate 1200 -200 +100 +100 E Coordinate 900

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 coordinates of traverse station of closed traverse ABCDE are: A (0.0) B (170, 320).C (470, 90).D…

A: The coordinates of the traverse station are: A=(0,0)B=(170,320)C=(470,90)D=(340,-110)E=(-40,-220)

Q: 3. Given the accompanying tabulation are the observed data for a closed traverse. Determine the…

A: Latitude and departure are tabulated below

Q: DEPARTURE LATITUDE AZIMUYH COURSE LENGTH FROM NORTH +N -S +E 5.53 0°50' 296°06' 205 54' 135 20' 33…

A: Transit Rule: The transit rule is generally used in surveying for balancing the traverse. In other…

Q: for a closed traverse is as follows:

A: GIVEN: Station X (Easting) Y (Northing) 1 0 0 2 52 55 3 106 113 4 162 174 5 220 238 6…

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

A: Solution In finding the area using coordinate rule multiply the data connecting the red lines and…

Q: A closed traverse was surveyed and the resulting values of latitudes and departures were computed.…

Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

Q: find area

A: Given: Station X (Easting) Y (Northing) 1 0 0 2 50 53 3 102 109 4 156 168 5 212 230 6…

Q: If the coordinates of A are 4205.000N and 2370.000E, calculate the coordinates of 8, Cand D using…

A: To compute the coordinates of the stations and calculate the area of the closed traverse. Given,…

Q: 5. Mr. Blue owns a property in Land-O-Fairies that he wished to survey. For that purpose, he bought…

A: Given data -Plane coordinateof surveyed cornersFind out -Area of the property ?

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: The data given in the accompanying tabulation is to be used in determining the area of the adjusted…

A: Calculating the Double parallel distance: DPD of FG=187.45 DPD of GH=187.45+187.45-246.04=128.86…

Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

Q: Problem Given in the accompanying tabulations are observed and calculated data for the closed…

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: The table below shows the field measurements for a traverse A , B , C , D, E, if the Azimuth of AB =…

A: Solution:

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

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

Q: Cm hea of he gven oene ung DPD ond DMD mthod COURSE LENGTH (m) BEARING AB 49585 850.62 N4 02E 855.45…

A: Area by Double Meridian Method (DMD method): DMD method is used to determine the area of the closed…

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

Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: In the following tabulations are the adjusted latitudes and adjusted departures of a closed…

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: ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N +E -W 1-2 299.30 295.58 2-3 338.05 223.56 3- 4 24.52…

Q: 3. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures…

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

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Which is true when the sum of the southings is greater than the sum of the northings in balancing…

Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

Q: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Lattitude and departure signs : N-E : Both positive S-E : Lattitude negative Departure positive…

Q: Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point…

Q: A. The computed length of course EA. B. The identified bearing and azimuth of course EA.

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note:- Dear student as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: 1. Given the accompanying tabulation are the observed data for a closed traverse. Determine the…

A: A closed traverse data is given in the table

Q: For the given set of adjusted latitudes and adjusted departures shown in the accompanying…

A: COURSE ADJUSTED LATITUDE ADJUSTED DEPARTURE DPD (m) DOUBLE AREA= DPD×Departure 1-2 -281.28 +281.06…

Q: 1. For the given BALANCED latitudes and departures, calculate the area using the DMD method. Side…

A: The balanced latitude and departure of the closed area are given.To calculate the area using the…

Q: questions by completing the tabulation below. What is the adjusted length of line AB using transit…

Q: a) Using the given set of balanced latitudes and departures, calculate the areas of the traverses…

A: To Determine Using the given set of balanced latitudes and departures, a) calculate the areas of the…

Q: S AREA MEASUREMENTS N W E AREA BY DOUBLE MERIDIAN DISTANCE (DMD) Problem 1: In the tabulation are…

Q: Balance the following set of latitudes and departures using the compass rule and give the results to…

A: Note: Since you have asked multiple questions, we will solve the first question for you. If you want…

Q: From the field notes of a closed traverse shown below, adjust the traverse using transit rule. LINES…

Q: Using the coordinate method find the area of the Travers (ABCD). Round your answer to the nearest…

A: Given Station Northing Easting A 00 00 B -12.5 -21.65 C -25 00 D -12.5 21.65

Question

11. If the balanced latitudes and departures are given for the following traverse, what are the
coordinates of the two remaining points?
Points
Bal Latitude
A
B
C
A
I
-300
-300
+600
Bal Departure N Coordinate
1200
-200
+100
+100
E Coordinate
900

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

stations have been measured and adjusted as shown in the figure. Distance Measurement S R River 415.55 ft Baseline * R-ST = 67° 11'39" & T-RS-33°49'38" Search hp 21 22 What is the distance RS? - 235.105 196.055 160 235.679 296.050 ft 1 What is the angle RTS? 75° 58'43" 78° 0'43" 78° 58'43" 75° 58' 0" a
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
1. Given the following tabulations are observed and calculated data for a traverse. Balance the latitudes and departures by the COMPASS RULE and compute for the area of the closed traverse by DOUBLE PARALLEL METHOD (DPD). Tip: Before you compute for the area of the closed traverse, you must first adjust the latitudes and departures. LINE DISTANCE AZIMUTH LATITUDES LATITUDES DEPARTURES DEPARTURES (-S) FROM SOUTH 99°45' 154°00' 242°30' 353°15' (+N) (+E) (-W) 357.20 m 183.18 430.05 AB 60.49 164.64 198.54 352.04 80.30 BC CD DA SUMS 381.46 49.97 425.18 422.23 423.70 422.23 431.43 432.34
AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the accompanying tabulations, determine the area of each traverse (in sq.m. and ha.) using the double meridian distance method. ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N -S AB 7i5.20 1200.53 вс CD DE 401.78 414.29 1735.58 419.88 1606.43 456.66 200.70 EF 617.59 FG 849.91 202.83 GA 233.53 677.83 Sums +2383.40 -2383.40 +2482.97 -2482.97 ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E - w 281.06 1-2 2-3 281.28 168.75 449.32 337.56 281.22 T12,50 450.66 450.03 225.08 450.06 335.86 Sums +900.09 m 900.09 m+1011.60mHio11.6Om N3456- -2345
Given in the accompanying data are the adjusted latitudes for AB (305.70), BC (-101.44), CD (-97.65), DA (-106.61) and adjusted departures for AB (125.50), BC (189.39), CD (-43.08), DA (-271.81) of a closed traverse. If the X and Y coordinates of corner A are 250.50 and 725.35 meters, respectively, the X and Y coordinates of corner D are, respectively, • 357.11 m and 997.16 m • 831.96 m and 522.31 m • 522.31 m and 831.96 m • 464.76 m and 1040.24 m • 106.61 and 271.81 m
13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?
A and B are two points located on each bank of a river and near abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at stations C and D and the azimuth were taken as follows: Line Azimuth C-D 210°00'; C-A 260°00'; C-B 290°00'; D-A 301 °00'; D-B 315°00' a. Find the distance AD. b. Find the distance BD. c. Find the distance AB.
Latitude & Departure Problem B For the traverse sketch shown below, complete the latitude and departure calculations, determine the error of closure and relative accuracy. Start at Point A and work counter – clockwise around the loop Course Bearing Distance Cos Sin Latitude Departure Then adjust the traverse using compass rule
With complete solution and drawing
fundamentals of surveying. AREA BY DPD. In the accompanying tabulations are the adjusted latitudes and adjusted departures of two traverses. By employing the double parallel distance method, determine the area (in sq. m. and ha.) of each traverse.