If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively. What is thebearing (to the nearest 10") and distance from S to R?O A. 134° 32' 40", 206.578mOB. 315° 07' 20", 206.578mOC. 314° 52' 40", 206.578mO D. 135° 07' 20", 206.578m If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively. What is thebearing (to the nearest 10") and distance from S to R?O A. 134° 32' 40", 206.578mOB. 315° 07' 20", 206.578mOC. 314° 52' 40", 206.578mO D. 135° 07' 20", 206.578m

Answered: Image /qna-images/answer/5386f647-fb56-4bf6-89b5-b1ab3d258ba1.jpg

Answered: If the latitude and departure of a…

If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively. What is the bearing (to the nearest 10") and distance from S to R?

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 bearing of a survey line is N31° 17'W. Its azimuth observed from the north is _______ deg.…

A: given- bearing=N31o17'Wazimuth from north is required to find.

Q: The length of traverse line CD isb316.48m and the magnetic azimuth from south if the line is…

A: Given data- Length of traverse line CD (L) = 316.48 m magnetic azimuth from the south is 153°54' To…

Q: If the bearing of Line CD is S 43 deg 35 minutes E, what is its Azimuth from South?

Q: A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N…

A: Find bearing of line AB and length of line BC

Q: 12 5612 285 34' Determine interior angle 0, if the azimuth taken from north of line OA and OB, 285…

Q: Question 6 Lay out the traverse for the following. Does it close? What is the angular error? Station…

Q: 19. Adjust the Close Traverse shown belo Azimuth (from Course Length, m North) AB 493.01 4°02' BC…

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

Q: Convert the following azimuth to bearing: Azimuth from North 1. 125° 30 (Solved) 2. 3150 45' 3.45°…

Q: Determine the Azimuth ED reckoned from North in Clockwise Direction. Note that the clockwise…

Q: In a closed traverse, the measured length of line AB is 245.08 m. If the magnetic azimuth (from…

Q: 4. Closed Traverse: COURSE LENGTH AZIMUTH FROM NORTH АВ 495.85m 5°30' BC 850.62 46°02' CD 855.45…

Q: if the traverse will be adjusted using compass rule, determine the adjusted angle of course BC

A: To Determine Adjusted length of course BC.

Q: Find all the bearings and azimuths of the close traverse with the interior angles given, no…

A: The objective of the problem is to determine all the bearings and azimuths of a closed traverse…

Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question Length Bearing Closed traverse To find out Latitude Departure

Q: 4. An interior angle traverse as shown below was completed. Azimuth Aac = 90°. Find the azimuth of…

A: The bearing of the line is always below the angle of 90 degree that is calculate corresponding to…

Q: Determine the interior angles of the given interior angle traverse. LINES BEARINGS АВ N76°30'E ВС…

A: Furstwe have to reduce quadrantal bearing to whole circle bearing for given 4 sided polygon Then…

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

Q: From the given data ôf å closed trave Lines Distances (m) Bearing AB 368.76 N 15°18' E ВС 645.38 S…

Q: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: From the given data of a losed traverse. Distances (m) Bearing N 15°18' E S 85°46' E Lines АВ 368.76…

A: We have to determine the value of bearing of BC and bearing of CD and bearing DA as per the given…

Q: An azimuth of 125°has a bearing of: (a)?35°? (b)?55°? (c)?125°? (d)?35°?

Q: Line AB BC CD AzimuthS 321°40' 51°57' 130°50' Distance 140.25 77.52 65.10

Q: Given the following technical description the traverse using COMPASS rule and Course Distance…

Q: SITUATION. A close traverse has error of closure of +0.68 in latitude, and +0.42 in departure.…

Q: The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C = 142°54' D =…

Q: Find all the bearings and azimuths of the close traverse.

A: A closed traverse is given belowNeed to find all the bearings and azimuths of the close traverse

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: A five-course traverse was measured in the field as shown in the figure. 1. Compute the balanced…

A: We are given that Backbearing of line = forbearing of line + 180o ( when azimuth of…

Q: if the traverse will be adjusted using compass rule, determine the adjusted distance of course BC

Q: Convert the following azimuths to equivalent bearings AZn BC = 122°46’

Q: A line from A to B has a change of easting = +250 ft. and a change of northing = +433.01 ft. What is…

A: Given, Easting of line AB, E = 250 ft. Nothing of line AB, N = 433.01 ft.

Q: (30° (55 92° 28°

Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding line…

Q: Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4…

A: To determine the omitted measurements. Given closed traverse, Line Distance (m) Azimuth (from…

Q: Given the following data of a closed traverse. Compute the bearing of line DE

Q: A distance is measured along a 15°30’slope and found to be 1,000??. What is the horizontal distance…

A: The given data is: Slope of ground (θ) = 15°30' Measured distance (l) = 1,000 ??

Q: 1 Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse…

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

Q: Compute for the Azimuths and Bearing of the following line.

A: To Determine Azimuth and Bearing of the given lines.

Q: The bearing to the backsight is N65°E. The turning (horizontal) angle to a topographic shot is 173°.…

A: To find the bearing to the topographic shot. Bearing of backsight is N65oE Turning angle to the…

Concept explainers

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.

Question

If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively. What is the
bearing (to the nearest 10") and distance from S to R?
O A. 134° 32' 40", 206.578m
OB. 315° 07' 20", 206.578m
OC. 314° 52' 40", 206.578m
O D. 135° 07' 20", 206.578m

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

with full written solution
2. Convert the following azimuths to their equivalent bearings: a. 85° 57' 10" b. 146° 29' 37" c. 237° 18' 02" d. 325° 47' 28"
The following data applies to a closed, link traverse. The adjusted azimuth of AzMk1 is 250°57'23". The measured angles (to the right) are as follows: A 253°03'38", B 91°32'06", C 242°25'54", D 111°12'02" and E 295°31'13". The adjusted azimuth of AzMk2 is 344°42'26". What is the angular misclosure of this link traverse? a.+9" b.+50" C.-10" d.-36"
A closed traverse has the following data: Course Length Azimuth Interior Angle to the Right AB 141.657 163°48'53" | A = 95°02'30" B = 138°54'49" C = 69°41'08" D = 147°47'42" BC |137.544 CD 152.132 DE 128.562 EA 155.436 E = 88°33'51" a.) Adjust the traverse using transit rule. b.) Compute the area (m²) of the traverse.
if the traverse will be adjusted using compass rule, determine the adjusted angle of course CD
Please solve two questions Thanks
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) PROBLEM 2 Compute the linear misclosure for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) NEEDED ANS: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse in Problem 1 considering the length of Problem 2. If the coordinates of station A are X = 20,000 ft and Y = 15,000 ft, calculate the final adjusted angles at stations C.(The answer must be in the form of degree, minutes, seconds. Round off the answer to whole number.)
The tabulation shown below is the traverse data of a five-sided closed polygon. If the azimuth from the north of side AB is fixed at 74° 31’ 17”, determine the following: (Note: Line BC bears NW.) 1.1 The balanced interior angle A is 105° 13’ 1.2 The balanced interior angle B is 92° 36’ 1.3 The balanced interior angle C is 67° 15’ 1.4 The balanced interior angle D is 217° 24’ 1.5 The balanced interior angle E is 57° 30’
3. From the given traverse below, complete the table: Azimuth (from LINE Bearing North) AB BC CD DE EA 280 25' 118 20' 82 10 EO28°36' 137 73 44
Convert azimuth to bearing.
A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 289°14'30" EA 71°37'10" a.) Determine the length of DE and EA b.) Determine the perimeter (m) of the traverse.
FROM THE GIVEN DATA OF A CLOSED TRAVERSE, FIND THE ADJUSTED BEARING OF BC AND DA USING COMPASS RULE.