AB(BEARING) : N29°W Observed Interior Angle 0AdjustedInteriorStaStaDistМeanCorOcObs(m)DistDirectReversed MeanAngleE11.55[2.3750 | 103°22'102°57 Ic3'9's0-19'n"| 102°50'12 "A13.20A13.2018 °14' B'2" 81°sy'4s"15.310088°14'88°14'17.4217.42113°36' 112°48'113'n'-19n" "2 °sa '48"13.7100D10.0010.00Il. gsbo 156°06' 154°31' Iss°81-19'n" | 154°sg'18 "C13.90D13.90E12.72 50 81 42'81°42'A11.55}= 541'36'కిరీB. Tabulate the computed values accordingly.Length, Calculated LATITUDEBearingDEPARTUREUNEm+N-S+E-WABВСCDDEEA

To find The latitudes and Departures of the traverse and it's correction. Then find the corrected…

Answered: AB(BEARING) : N29°W

Engineering

Civil Engineering

AB(BEARING) : N29°W

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: Angle of line A, B, and direction is located 6° to the East. By this, determine the true value of…

A: True North(N') Magnetic North(N) Magnetic bearing value of line C = 90°-(360°-331.8°)…

Q: From point A (elev. 590.46 m), the angle of elevation of the top of a mountain is 25°. From point B,…

A: We have to find the elevation of top of mountain

Q: What is the azimuth of a line has bearing N87°W

Q: Determine location of neutral axis

A: Given data : Consider upper flange portion (A1)=100×20=2000 mm2Consider web portion…

Q: The line CD has a bearing of S 50°10' E. Convert the bearing into equivalent azimuth from the north…

A: Given: The bearing is S50o10’E.

Q: SB0°53E A IDI N18°39'E

A: Bearing of line AB= S 80°53'EBearing of line DA= N 18°39'E AD= S18°39' W∠A= 80°53'+18°39'=…

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: The magnetic declination in a locality is 20 30' E .Determine the: [ Select ] true bearing [ Select…

Q: Convert the given azimuths from north to bearing. 123°37' 30" Bearing: [Bearing]

Q: ?What is the azimuth of a line has bearing S1°E

A: An azimuth is a measurement of angle in spherical coordinate.

Q: 1. Compute the true bearing of line AB S 80°50’ E if the magnetic declination in the locality is…

A: The True Bearing of a line = Measured Bearing ±Magnetic Declination For Whole Circle Bearings…

Q: A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N 33deg 20min…

A: Angles and lengths are the fundamental estimations in studying. Points in studying are delegated…

Q: When computing a North-West Bearing angles from an Azimuth, which formula should be used: Bearing =…

A: When computing a North-West Bearing angles from an Azimuth, which formula should be used:…

Q: The magnetic declination was 2 deg 15 minutes West and the magnetic bearing of line AB was N 26 deg…

A: Determine the True bearing of line AB

Q: azimuth in

A: solution of above problem is below:

Q: From the following traverse: Calculate the corrected bearing of line DC.

A: To calculate The corrected Bearing of line DC.

Q: Convert the bearing into azimuth from north. § 420 28' F

Q: E. Converting Bearings to Azimuths (Find the forward and backward Azimuth): 1. EF, N 66°30' w 2. DE,…

Q: flat plate inclined at an angle of 10°

A: Airflow is passing along a plate inclined at angle of 10 degrees, the pressure acting on upper and…

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

Q: 2. Convert the following bearing to azimuth (1 point each) a. N 05°27'59" E b. N 21°12'10" W c. S…

Q: 6. Determine the angles ABC from the given magnetic bearings: BA = N 15° (54+y)'W BC = S 78° 04' E…

A: Given data in question Bearing value of BA Bearing vale of BC Value of y = 0.99 To find out Angle…

Q: azimuth to bearing: 74.062 degree 56.50 degree

A: to convert following angles from azimuth to bearing.

Q: Compute for the back azimuth measured from north if the forward bearing of a line is N45°00ʻE.

Q: Determine angle to moin tain quilibrium.

Q: The bearing of course AB is N 12o22’48” W, what is its azimuth?

A: Given :- bearing of AB = N 12°22'48" W To find :-azimuth of AB

Q: Convert the following Quadrant Bearing to an Azimuth direction: S 16 E

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

Q: Compute for the Azimuths from North and Bearings for each Line.

Q: m the given data of a closed traverse, compute the bearing of line 5-1

A: GIVEN BEARING OF LINES AND 5-1 IS TO BE CALCULATED

Q: The azimuth of the line from the north is 125 degrees 50' 40" a. what is the bearing of the line?…

Q: Convert the given bearing to azimuth from north. N 71°50' 12"W Azimuth: [Azimuth]

A: Data given: Bearing = N71°50'12''W Asked: Convert the given bearing t azimuth from north

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

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

Q: Convert the bearing into azimuth from south: S 65° 12' E O 245°12' O 335°12' O 294°48' O 155°48'

Q: a) Back bearing of line AB b) Forward azimuth (from the North) of line AB c) Back azimuth (from the…

Q: From the Traverse shown below, compute the azimuth and bearing of side AB, BC, CD, DA * N 30° 35' E…

A: Note-Since we answer one question at a time so we will answer the first one. Please resubmit another…

Q: The magnetic declination in a locality is 20 30' E .Determine the: S 37 deg. 45 min E v true bearing…

Q: The line CD has a bearing of S 50 10' E. Convert the bearing into equivalent azimuth from the north…

Q: Assume that the forward azimuth of line D-E is 127-04 measured from the south and the line A-B…

A: 1. Find the forward and backward azimuth of lines, A-B, B-C, C-D, D-E, E-F, F-A 2. Find the interior…

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

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

Q: Find the interest on P6,800 for 3 years at 11% simple interest P2,244 P1,987 O P2,144 P1,875

Q: Given the magnetic bearing of line AB S 20°23’ E if the magnetic declination in the locality is…

Q: find. the azimuth of the line from point P to R clockwise

Q: Q1) A) The azimuth of a boundary line is 128°13' 46" Convert this to a bearing. B) Bearing direction…

A: Note: Azimuth is the whole circle bearing of a line. whereas, Bearing is the quadrantal bearing of…

Q: Determine angles to moin tain quilibrium.

Q: Convert the given azimuths from north to bearing. 152˚10' 4"

Q: A line has a bearing of S 56o 45’ E. What is its azimuth (from south)? What is its back azimuth…

Q: YZ direction, what bearing is ? Azimuth of east ?

A: The difference between Fore bearing and back bearing should be 180° Given, Fore azimuth of xy is 60°

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

AB(BEARING) : N29°W

Observed Interior Angle 0
Adjusted
Interior
Sta
Sta
Dist
Мean
Cor
Oc
Obs
(m)
Dist
Direct
Reversed Mean
Angle
E
11.55
[2.3750 | 103°22'
102°57 Ic3'9's0-19'n"| 102°50'12 "
A
13.20
A
13.20
18 °14' B'2" 81°sy'4s"
15.3100
88°14'
88°14'
17.42
17.42
113°36' 112°48'
113'n'-19n" "2 °sa '48"
13.7100
D
10.00
10.00
Il. gsbo 156°06' 154°31' Iss°81-19'n" | 154°sg'18 "
C
13.90
D
13.90
E
12.72 50 81 42'
81°42'
A
11.55
}= 541'36'
కిరీ
B.

Tabulate the computed values accordingly.
Length, Calculated LATITUDE
Bearing
DEPARTURE
UNE
m
+N
-S
+E
-W
AB
ВС
CD
DE
EA

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 2 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

vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’
Given:Upper reading = 1.64 mMiddle reading = 1.57 mLower reading = 1.51 mVertical Middle Angle = 10°32’00”Elev of point A = 333 mH of instrument = 1.2 mK = 100Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.
ANSWER KEY: D= 51.8319m∆h= 13.5430mElev Sta. A= 70.8530m
1Q is 18 7T is 72
Transit is set up at A observeda stadia intercept of 2.2 m at a verticalangle of +1823’. The stadia interval factor ofthe instrument used is 95.5 and stadiaconstant of 0.3 m. If the height of instrumentis 1.62 m, and the rod reading is 1.95 m.Determine the horizontal distance from thetransit set up A to the rod at point B. a. 201.44 m c. 198.45 b. 189.48 m d. 186.56 m
0:£) B s, Mt B Traverse.. X o I onder 1o determine a tunnel between staton A and B where the vision was obstrucied between them, a traverse was slected o link between these stations, The field measurements of the raverseas in the table blow: - Line Length(m) | Azimuth DA 500 2000 be 00 oo ) 0o [oor AB ? ? Tength and the bearing of the tunnel (AB) and the angle BAD for stting it out
The following data were obtained by stadia observation: vertical angle, +12deg 30 min; upper stadia hair reading and lower stadia hair readings, 4.500 and 3.250m, respectively. The rod reading was taken at 3.875m above the stadia point at A and the height of instrument above the instrument station, B, is 1.620m. If the stadia interval factor is 99.5 and the instrument constant is 0.381m, compute the horizontal distance between theinstrument stationand the stadia point. Compute also the difference in elevation between the two ground points.
The following data were obtained by stadia observation: vertical angle, + 12deg 51 min; upper and lower stadia hair reading, 4.311 and 3.730 m, respectively. the rod reading was taken at 3.785m above the stadia point A and the height of instrument set up at point B is 1.620m. If the stadia interval factor is 99.5 and the stadia constant is 0.381m, what is the vertical distance? a.54.098 b.94.780 c.12.620 d.26.364
There are two points, A and B: elevations above datum are hA=1760ft and hB=1425ft Images a and b on a vertical photograph have photo coordinates xa=2.95in., ya=2.32in., xb=−1.64in., and yb=−2.66in. The camera focal length was 152.4mm and the flying height above datum 7700ft. An image c of a third point C appears. Its elevation hC=1455ft and its photo coordinates are xc=3.20in. and yc=−2.66in Using EXCEL Calculate Angle A Calculate Angle B Calculate Angle C
The slope distance and zenith angle (measured from vertical) between points A and B were observed with a totalstation instrument at ‘A’ as 9585.26 ft and 81o42’20”, respectively. The height o f th e instrument and rod reading were 4.5 ft and 5.7 ft respectively. If the station and elevation of point A is 1238.4 ft respectively, compute theelevation of point B.
Two triangulation towers 120 m apart are on the samehorizontal plane. A surveyor standing and setting upsuccessively the transit at the bases of the towersobserves that the angle of elevation of the taller is twicethat of smaller. At the midway point, he observes that theangles of elevation are complementary angles. The heightof the instruments in all set up are is maintained to be 1.20m from the plane. Determine the height of the smallertower.
Answers a) 0.864 b) 18.76 kN/m3 c) 5.91 meters