Answered: A traverse is run to set out a line…

A traverse is run to set out a line MQ-1900 m at right angles to given line MN. The lengths and bearings observed are as follows see figure 1. Calculate the length and bearing of the line PQ?

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 horizontal angle between the true meridian and the magnetic meridian shown by needle at the time…

Q: QUESTION 3 Given the following, solve for the tangent distance: • D=5" • 1 = 50.924 NOTE: Solution…

A: Given data, D = 5° I = 50.924°

Q: Observed Bearings Adjusted Values Length (m) Computed Sta Internal Angle Corr Interior Angle Line…

A: Introduction- The horizontal angle between the direction of an object and that of another object, or…

Q: III. The parts of a spherical triangle are A = 59°, B = 132°, C = 90°, c = 122°, a = 46° or 134º, b…

Q: What is the distance which makes curvature error 1.31 m ? Answer: Choose... +

A: To determine: Distance which makes curvature error 1.31 m.

Q: I would like an example of how to calculate the bearing and the distances. I can't seem to figure…

A: Information required: Northing represents latitude and Easting represents departure. Given: For…

Q: The following offsets were taken from a chain line to a hedge at a regular interval of 20m from…

A: The given data is: Chainage interval from d1 to d4 = 20 m Chainage interval from d4 to d8 = 200 m

Q: Example - : The bearings of a closed traverse ABCD are as under. Calculate ncluded angles and apply…

Q: Exampl (a) F.B. of line AB is 220°: Find B.B. of line BA. (b) F.B. of line BC is 40°, and F.B. of…

Q: Calculate the Angles. Plot the bearings and azimuth. Note that "O" refers to the origin.

Q: Draw a complete and detailed sketch Show complete solution Write eligible

A: To Determine The angular closure. Adjust the measured angles by assuming that the angular error is…

Q: Closed traverse ABCD has the following bearing : Compute the interior angies and show a geometric…

A: Closed Traverse A Continuation of series of lines which are connected to each other whose lengths…

Q: The following are the true bearings of a closed traverse. Compute the interior angles of each side.…

Q: Rick and Morty, using the portal gun, travels back in time around 1890. Using a magnetic compass,…

Q: What is the horizontal angle which it makes with the true meridian through one of the extremities of…

A: i have explained in great detail plz go through diagram and try to got it ha its so simple correct…

Q: For angles use DMS. For distances go to two decimal places. 1. Based on the Right Triangle shown…

A: Given :- a right angle triangle with right angle at C.

Q: The whole circle bearing of a line is 287 degrees 15'. Find the reduced bearing of the line ?

A: Given. Whole circle bearing of a line is 2870 15'.Find the reduced bearing of the line ?Where,…

Q: Tabulation of Data: Predetermined Data: LINE AB: Length = 11 m, Forward = 227', Back = 45° LINE BC:…

Q: Line Length (m) Bearing N 51° 34' E АВ 22.36 BC 24.84 S 16° 50' W CD 30.00 N 79° 26' W N 77° 06' E…

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

Q: Magnetic bearing of a line AB was N 59° 30' W in the year 1967, when the declination was 4° 10' E.…

A: Given- In 1967- Magnetic bearing of line AB = N 59o30' W Declination d = 4o10' E Present declination…

Q: Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°

Q: 6.1 The bearing of line AB is N Blank 1° E. 6.2 The interior angle at C is Blank 2°. 6.3 The north…

A: 6.1 Bearing of line AB = 180° - 46°09'+110°26' = 23°25' = 23.416° 6.2 Bearing of line BC = 180° -…

Q: The fore bearing of a line CD is 324° 45'. The back bearing of the line is (a) 144° 45' (b) 54° 45'…

A: Given data- Fore bearing FB=324o45' To Find- The value of the back bearing BB.

Q: Magnetic bearing of a line in 1900 S 78° 30' E and declination is 2° E. At present the declination…

A: Given data in question Length of line Magnetic bearing Declinations To find out True bearing

Q: pearing of S 36° 42' 58", determine the ar

Q: Determine the value of the slope at C in degrees. Answer in decimals (1 degree 1rad*180/pi) 6kN 4KN…

Q: Using Moment Area Method, determine the deflection at the point of application of the couple. 1200 N…

A: Given data:

Q: Compute the FR and ϴx on a 1 m wide strip of the gate shown.

A: Objective: To determine the resultant force on the gate and the angle made by the resultant with…

Q: FBAB= S 81° 50' E FBBC= S 53° 05' E BBAF N 82° 15' w BBBC= N 52° 45' w FBCD= S 78° 40' w BBCD= N 78°…

A: The fore bearing of the line is defined as the bearing of the line measured along with the…

Q: A close traverse has the following field data: Line QR has a bearing of N 70°29' W and a length of…

Q: It was known that the side BC of the closed traverse is twice as long as that of side CD. Find the…

Q: Plot the following bearings and azimuths of lines given below. Calculate the angle needed in each…

A: "since you have posted multiple question, we will solve first three for you if you want to be solved…

Q: B 15 m 9 m -13.5 m- P= 18.0 kN FIND THE SIZE OF angles BAC, ACB, and CBA and FIND measurement of BC…

A: The figure is as shown below

Q: HORIZOΝΤAL LINE BEARING MEASUREMENT А-В N 13° W 1.118m В-С N 58° E 1.029 m C-D S 6° E 0.953 m D-E S…

A: To Determine: The resultant of all the lines having their magnitudes as the lengths, and directions…

Q: (Trilateration): In a trilateration network one of the triangles has the following data: AB = 400m…

Q: Observed Bearings Length (m) Computed Internal Adjustea values Forward Line Sta Corr Interior Васк…

A: Solution: The table is drawn below:

Q: If line OA has a bearing of N 47° 28’ 31” W and line OB has a bearing of S 36° 42’ 58” E, determine…

A: Given data, bearing of line OA= N 47° 28’ 31” W Bearing of line OB= S 36° 42’ 58” E Find out:-…

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

Q1: A traverse is run to set out a line MQ- 1900 m at right angles to given line MN. The
lengths and bearings observed are as follows see figure 1.
Calculate the length and bearing of the line PQ?
Length(m)
Line
MN
MO
OP
PQ
N
M
90°
120
850 m
850
1000
0
Bearing
360° 00'
120° 00'
86° 30′
7
1900 m
86 30
1000 m
Figure 1.
P
Q

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: Introduction of solution

VIEW

Step 2: Sum Latitude of lines

VIEW

Step 3: Sum of departure of lines and final calculation of length and bearing of line PQ

VIEW

Solution

VIEW

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

19. Please include complete solution and diagram if necessary
It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at 18 kg. pull and at 30.618 °C temperature. If the actual fieldwork will be done at temperature of 22 °C and pull of 14 kg was applied being supported at both ends of tape, compute the correct distance to be laid out if the cross-sectional area of tape is 0.02 sq. cm. and weighs 0.686 kg.
The following are bearings taken on a closed compass traverse. Line Distance Bearing АВ 300m S37°30'E BC 400m S37°30'E CD 250m S37°30'E DE 350m S37°30'E EA L BEA 14. Solve for the length EA (L) 15. Determine the bearing EA (BEA)
COMPLETE THE TABLE. SHOW COMPLETE SOLUTION
The magnetic bearing of a line AB was N 59°30'W in the year 1967, when the declination was 4 ° 10' E. If the present declination is 3 ° W, the magnetic bearing in terms of WCB of the line is
If the bearing of the side AB of a regular hexagon traverse ABCDEFA shown in the figure is 36°45', the bearing of the adjacent side BC of the traverse is: B 36°45' A testboo F LL C E D
Consider the beam shown 2Nim 6Aā Determine the value of. L A 353.69 B 459.15 428.35 D 565.33
Determine ABL AB and ABL BC.
Open Traverse: Find the distance and direction of boundary AD. All courses have a distance of 100 feet. AB has a known bearing of $14°34'E Deflection angles were recorded as such: AB= 4°24' R and Ac 1°17' L =
A line is recorded as 472.90 m long. It is measured with a 0.65 kg tape which is 30.005m long at 20°C under a 50 N pull supported at both ends. During measurement the temperature is 5°C and the tape is suspended under a 75 N pull. The line is measured of 3% grade. What is the true horizontal distance? E = 200 GPa, cross-sectional are of tape is 3 mm² and coefficient of linear expansion is 0.0000116 m/°C.
The following are the true bearings of a closed traverse. Compute the interior angles of each side. LINE 1-2 BEARINGS N 50° 20' E 2-3 S 42° 27' E 3-4 S 45° 17' W 4-5 N 28° 52' W 5-1 N 35° 50' W
Give me right solution with clear calculations.