SurveyingGiven the deflection angle of a 5-side closed traversed. Find the Bearings of each course and Sketch the traverse. LINDISTSTDEFLECTIONCORRECTIONADJUSTED DEFLECTIONBEARINGE(m)AANGLEANGLE84° 26' RS 78°16'EАВ96ABC41в38°16'LCD126131° 20' RDED 117 28'R94EFE 59°46' L56FA2 95 F128°12' R

Solution: ∑(Deflection)R = 84°26'+131°20'+117°28'+128°12' = 461°26'∑(Deflection)L = 38°16'+59°46' =…

Answered: Given the deflection angle of a 5-side…

Engineering

Civil Engineering

Given the deflection angle of a 5-side closed traversed. Find the Bearings of each course and Sketch the traverse.

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: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

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

Q: Compute the deflection angle between the set of lines whose bearings are given. Bearing of line AB =…

Q: 7. 1 A = 51°23' B = 105°39' The four-sided, closed traverse has the following angles and distances:…

Q: Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC…

A: given - bearings to convert them into azimuth

Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

Q: Determine the magnetic bearings of each route (adjusted forward bearing and adjusted backward…

A: Given:- The observed forward and backward bearings of an open compass traverse are given Route…

Q: Q: Using whole circle bearing, find the correct bearings for the below traverse using the provided…

Q: In the figure shown, compute the following A. Bearings of BC, and FE B. Azimuth of CD, and AF C.…

Q: Time 2.35 - : 20 69 58 * ل 17° 16 35 97 69 360 TTU 58 057 58 20" to 35 جو کی 5 77 ا 53 35

Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

Q: Compute the bearings

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

Q: Convert the following angle from Degrees to DMS. 86.274°

Q: compute the bearing of each line.

A: Bearing: - It is defined as a direction of a line with respect to given meridian.

Q: A-B B-C C-D D-E F-E F-A B -125 40 157°10′ LL 75°10 E 158°35 30°15 D

Q: Determine elevation the top of a tower from the following observation.. Inst. St. Target Reading on…

A: Answer The elevation of the top of a tower is 107.617 The solution is shown below

Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

Q: 4. OJ (N 15° 18' E) ; OK (S 50° 5" E) and OL (Due West) Angles JOL and JOK

Q: 1) For traverse ABCDE, the bearing of side AB is N 31°10’E, the interior angle of B is 96°18' and…

A: Given data Bearing of AB = N 31°10' E Interior angle at B = 96°18' & at C = 76°44' To Find :-…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

Q: compute the azimuth and bearing of the remaining lines. Draw the figure

A: ###Computation of Azimuth and Bearing of the remaining lines####

Q: An open traverse that runs from A to G has the following deflection angles : B = 52deg 25’ L ; C =…

A: Diagram

Q: Find the hearing and sketch the graph of the traverse. scale used

A: Here first we draw the traverse to check the error. Here we see E is not meeting at A…

Q: A top of tower is observed from the exact two opposite banks of river, the bottom of tower & height…

A: Given data- Height of tower=30 m Rest data is shown in the figure. To Find- The value of the width…

Q: Bearing for line EA and internal angles for the corners of the following traverse are given. Begin…

A: Determine the azimuths of lines. The bearing of the line EA is N68°39'39"E The azimuth of the line…

Q: 1 Line Dist. AB BC CD DE EA 48.96 28.63 39.53 33.28 39.18 AZIMUTH-NORTH forward 87-30 166-30 137-25…

Q: Given the data of an open traverse below, convert it into figure and determine its corresponding…

Q: The calculations in differential leveling works are limited only to determining the heights of the…

A: Given data in question Differential levelling work To find out Statement above is True or False.

Q: With the instrument at K6, determine the elevation of corner 1. Height of instrument is 1.55m.…

A: Please provide the figure of problem so that the question becomes more clear to understand.

Q: LENGTH OBSERVED BEARINGS LINE CORRECTED BEARINGS BACKWAR FORWARD FORWARD ВАСKWARD (m) D S 70°12' E N…

Q: ROUTE LENGTH OF OBSERVED OBSERVED ADJUSTED ADJUSTED SIDE FORWARD BACKWARD FORWARD BACKWARD BEARING…

A: Route Length Observed Forward Bearing Observed Backward Bearing Adjusted Forward Bearing Adjusted…

Q: 11. Determine the unknown bearings for the traverse courses shown in Figure A. 89°38' 96°11' N83…

Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

Q: Problem 5. The following are bearing taken on a closed compass traverse. Compute the interior angles…

Q: 7. Determine angle KPL from the given bearings. Draw the angles. a) PK, N 25°43’ W PL, S 79°12’ E

Q: Given the following deflection angles of a closed traverse. Assume bearing of line AB is S 40° E.…

Q: Which of the following is the first step for determining the azimuth or bearing?

A: Asked about the first step in determining the azimuth or bearing of a line? Surveying

Q: Subject : Surveying Please give me right solution according to the question. Convert the following…

A: Whole-circle bearing system: Whole-circle bearing system is defined as the magnetic bearing is…

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

Surveying

Given the deflection angle of a 5-side closed traversed. Find the Bearings of each course and Sketch the traverse.

LIN
DIST
ST
DEFLECTION
CORRECTION
ADJUSTED DEFLECTION
BEARING
E
(m)
A
ANGLE
ANGLE
84° 26' R
S 78°16'E
АВ
96
A
BC
41
в
38°16'L
CD
126
131° 20' R
DE
D 117 28'R
94
EF
E 59°46' L
56
FA
2 95 F
128°12' R

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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 by step

Solved in 2 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

The following are the observed bearings of a close traverse. Compute the error of interior angle, and the CORRECTED bearing of each line. Draw the traverse. LENGTH LINE CONECTED BEANO OBSERVED BEARINGS FORWARD BACKWARD S 70°12' E N71°25' W to'4' 40"E S 49°18' w N50°03' E S 65'51' E N 65°51' W S 71*56' W | N 71°18' E N 20°21' w S 20°53' E 20' 21' W (m) FORWARD BACKWARD N 70°43'40mW N50° 03'e AB 94 ВС 77 S0" 03' W CD 74 110 N귀 'SU'W DE EF 105 FA E 66 N 44°23' E S 43'13' w NA0' 51'42"ESI40 "S1’ 4A " W
1. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B. 2. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth of line AB?
Question 3 The deflection and slope at C will be (take El= 12000 kNm²) 24,KN 60 kNm Im O
Convert the following bearings to azimuth from north. a) N 27'50'05" E b) S 38 12'44" E c) S 23 16'22" W d) N 73 14'30" W Then, compute the (interior) angle, smaller than 180° between the successive azimuths.
Describe both interior angle method and bearing methods in traversing using a theodolite.
Q4-In the traverse below if the Azimuth of AB = 30° 30' 30" find the coordinates of point B and C 70° 15' 15" 200m 58° 40' 40" A (15,15) Q5- For the closed looped traverse PQRS below, find:- 1. Closing error and relative accuracy. 2. The correct coordinate of Q and R points. (by using compass method) If known the computed coordinates of P, Q and R as shown below North(y) 3. The correct length and direction (AZ) of QR Iline. 20m points East(X) 45m 300.24 199.88 (200,300) 275 200 317.03 R R 144.02 25m 70m A30° 30' 30"
16. Determine the unknown interior and deflection angles for the traverses shown in Figure 6-38. G Course Azim GH HI IG 80°39' 292°11' 142°38' H
Find the RL of the top of the flag post located over a building. The angle of elevation from a point on the ground to the top and the bottom of the flag post are 7° and 15° respectively. The height of the flag post is 3 m and the reading of 2.685 m was taken at BM at RL 110 m.
Q2/ from the travers ABCD below find ; A; direction of azimuth (BC) (CD) (DA) (BA) B; compute clouser eror C; compute the correction angles (A, B, C, D) 90 8' 60 ở 60 22 69 20
C (A) 0°05'00" (B) 4°55'00" (C) 5°50'00" (D) 11°05'00" 100 ft Given intersection angle A = 22.5°, degree of curve D=4.5°, and the P.I. Station 72 +34.50 (1 station 100 feet). Using arc definition, deflection angle at Station 72+00.00 would be nearly: =
Determine and adjust the magnetic bearings of each line of a closed compass traverse.
Convert the following bearings to equivalent azimuth: a. AB, N 25°25' W b. BC, due East