Q10: Calculate the coordinates of the traverse points for a section of a control network established prior to the construction of the new highway, data as given in the table 6 below. The coordinates of station A in the local system are defined to be Easting 1000.000 metres and Northing 2000.00 metres. The coordinates of F have been previously calculated by other surveys to be Easting 1558.27 metres and Northing 2253.93 metres. The known initial bearing from A to B is 45° 10' 10".

Q10: Calculate the coordinates of the traverse points for a section of a control network established prior to the construction of the new highway, data as given in the table 6 below. The coordinates of station A in the local system are defined to be Easting 1000.000 metres and Northing 2000.00 metres. The coordinates of F have been previously calculated by other surveys to be Easting 1558.27 metres and Northing 2253.93 metres. The known initial bearing from A to B is 45° 10' 10".

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 algebraic sum of latitude and departure of a five-sided tract of land are as follows: EL = -…

Q: 6. A closed traverse with 5 corners has field measured interior angles at each corner as follows,…

Q: 1. To obtain the perimeter of the land bounded by ABCD, following distance measurements were…

Q: A traverse has the following survey notes. Determine the linear error of

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

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: For the given traverse, do the following: 1. Find the distance of CD and DE. 2. Find the Area of the…

A: We have to find the length of line CD and DE

Q: Ex: The readings for cross sectional levelling at stations (0+00) and ( 1+00) are shown in the table…

A: Solution:- Given data:- Road width = 8 m Side slope = (1V:2H) The grade line level = 22 m To…

Q: 738.562 666.737, 559.319 207.453 541.742) 688.350 379.861 839.008 ( 296.099 604.048 218.330 323.936,…

A: Bearing: Bearing of a line is the angle measured from the north end of reference meridian. Latitude:…

Q: Course Distance Bearing N 60° E S 50° E S 150 W N 76° W N 100 W 20m 1-2 2-3 25m 3-4 35m 4-5 25m 5-1…

A: To adjust length and bearing of course first we need to adjust the latitude and departures. For this…

Q: SITUATION 1: The data for a closed traverse are as follows: Course Bearing Distance АВ S W 126.00 m…

A: To Determine Distance of course CD Area of the traverse

Q: Determine the area (hectares) within the traverse using DMDS. Course Dep Lat AB -221.351 27.185 ВС…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

Q: Problem 1. Given in the tabulation below are notes for an open traverse. Determine the latitude and…

Q: Compute the area of the given traverse using DOUBLE-MERIDIAN DISTANCE and DOUBLE-PARALLEL DISTANCE…

Q: Calculate interior angles with bearings of a closed traverse ABCD as under. Also apply usual checks…

Q: Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side F.B B.B AB 107° 15'…

Q: 0-1 19 21 530. 1-2 81 21 23. 2-3 10 45 E 108. 3-4 N 15 30. 4-5 77 26 E 29. 5-6 S 23 120. 6-7 S 23…

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: From field notes of a closed traverse shown below, adjust the traverse using Transit Rul e area…

Q: Balance the given traverse using (a) Transit Rule and (b) Compass Rule. COURSE LENTGH BEARING АВ…

A: Compass rule or Bowditch method : This method is used when linear and angular measurements are taken…

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: A surveyor wants to determine the lengths of the sides of a closed triangular traverse by measuring…

A: To Determine Included angles and Length of the lines.

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: A: The following angles were measured while surveying a closed traverse ABCD in a clockwise…

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: A traverse ABCDA is made within the form of a rectangle in clockwise path. If the fore bearing of…

Q: Question In an old map, a line AB was drawn to a magnetic bearing of 5°30', the magnetic declination…

A: Given data- Magnetic bearing initially = 5o30' Initial magnetic declination = 1o East, Present…

Q: c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and…

Q: Compute the area of the given traverse using DPD method.

Q: Problem 4 For the given data of a close traverse, determine the missing bearing of courses BC and…

A: To Determine The missing bearing of courses BC and DE. Solve the AREA using DPD and sketch the…

Q: AREA using DMD. Sketch the traverse. LINE DISTANCE BEARING (m) АВ 60 N 50°27' W BC 79 S 18°55' W 97…

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Latitude=Length of AB×cosθLatitude=Length of AB×sinθ

Q: A closed traverse has the following data: LINE LENGTH (m) BEARING АВ 430.05 N 62°30' E ВС 425.18 S…

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE

A: Given data shows the value of closed traverse, it is required to find the missing bearing of line CD…

Q: ose traverse has the following data: DURSE BEARING DISTANCE (m) N 9.27° E S 88.43° E N 86.78° E 58.7…

A: To find length and bearing of course 5-1

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: Given : Lines Distance (meter) Bearing Latitude Departure DPD Double Area AB 32 S39°25'W…

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: To Determine The missing bearings of course CD and DE solve the AREA using DPD. Sketch the traverse.

Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/N 35° E BC /…

Q: Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

Q10: Calculate the coordinates of the traverse points for a section of a control network
established prior to the construction of the new highway, data as given in the table 6
below. The coordinates of station A in the local system are defined to be Easting
1000.000 metres and Northing 2000.00 metres. The coordinates of F have been
previously calculated by other surveys to be Easting 1558.27 metres and Northing
2253.93 metres. The known initial bearing from A to B is 45° 10' 10".
Table 6:
Station
Measured
Measured
Northing
Measured
clockwise
angle
Easting
distance to
clockwise
next station
angle
(m)
(DMS)
(Degree)
(m)
(m)
A
110.45
45°10'10"
*45.1694
1000.00
2000.00
В
121.33
185°30'30"
185.5083
C
99.86
196°10'24"
196.1733
169.27
200°10'25"
200.1736
E
135.26
160°45'45"
160.7625
F
* This is not an angle observed at A but the known initial bearing from A to B.

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 Introduction

VIEW

Step 2 Data Given

VIEW

Step 3 Calculation of data missing

VIEW

Step 4 Conclusion

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 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

A closed traverse has the following data: Line Bearing Distance (m) AB N 30deg 30min W 56.50 BC N 75deg 30min W 47.80 CD S 45deg 30min W 85.70 DA Find the area of the traverse.
Using the transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. Take note that the bearing and distance of line 1-2 is N 29-37 E. POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 111°07' 2-3 10.15 3 113°17' 3-4 8.21 4 63°17' 4-5 9.33 202°43' 5-1 8.31
pls show solution and figure
1. A traverse line was measured in three sections: 295.85 m at slope 8045’, 149.58 m at slope 4029’ and 373.48 m. at slope 4025’. Determine the horizontal length of the line.
Problem 1. Given in the tabulation below are notes for an open traverse. Determine the latitude and departure of each course and tabulate each computed values accordingly. COURSE AB BC CD DE EF FG DISTANCE 550.30 m 395.48 m 462.70 m 631.22 m 340.05 m 275.86 m BEARING N 28°10' E S 69°35' E S 27°50' E N 50°00' E S 27°05' E DUE EAST
hi! can you help me answer this question's 2 and 3?
The interior angles of four triangles are given below: Triangle Interior Angles 85⁰, 50⁰, 45⁰ 100°, 55°, 25⁰ 100°, 45°, 35⁰ 130°, 30°, 20 P Q R S Which of the triangles are ill-conditioned and should be avoided in Triangulation surveys? A. Both P and R B. Both Q and S C. Both P and S D. Both Q and R
For the given data of a close traverse, determine the missing bearings of courses DE and EF then solve the AREA using DMD. Sketch the traverse.
2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S 54°23' E 31.55 CD S009' W 34.20 DE S 77°19' W 26.39 EA a. Compute the bearing of line EA. b. Solve for the distance of line EA. c. Compute the area of the traverse using DPD Method.
given the following data from a balanced traverse. find the area of the traverse by DPD method.