Show all your complete solution and illustration (if applicable) of each item. 3) A closed traverse has the following data:BEARINGLINEABDISTANCE (m)60.00BC72.69S 17°20'ES 70°36' WN74° 30 W44.8356.45CDDEEA50,00Find the bearing of line BC. (10- pts.)

Line Bearing (B) Distance (m) Latitude (L.CosB) Departure (L. SinB) AB B1 60.00 60.00 (Cos B1)…

Answered: A closed traverse has the following…

A closed traverse has the following data: LINE AB BEARING BC CD DE EA DISTANCE (m) 60.00 72.69 44.83 56,45 50.00 S 17 20'E S 70°36' W N74 30 W Find the bearing of line BC. (10- pts.)

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: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line…

A: Given- Given the tabulated measurement of the closed traverse as shown. Determine the missing data.…

Q: From the given data of a closed traverse. LINES DISTANCE BEARING АВ 368.76 N 15°18' E S 85°46' E S…

A: The data of the closed traverse is given.

Q: Given the tabulated data for a closed traverse in which the bearings of BC and the length of EF have…

A: Closed traverse survey data is given in tabular form and it has been asked to determine missing…

Q: 4. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 80.40 N 76°00' E 2-3…

Q: In a traverse, the latitudes and departures were observed to be: Σ latitude 1.45 m Σ departure =…

Q: Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and…

Q: 13. From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing…

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

Q: 1. Given the following tabulated data for a closed traverse in which the length and bearing of…

A: As it is not mentioned that which question is to be solved, so first question is being solved for…

Q: A close traverse has the following data: Course Bearing Distance 1-2 N 9.27° E 58.7 m 2-3 S 88.43° E…

A: Close traverse data: Course Bearing Distance 1-2 N 9.27o E 58.7 m 2-3 S 88.43o E 27.3 m 3-4…

Q: Prepare a set of level notes for the data listed. Perform a check and Elevation of BM 7 is 852.045m.…

A: The given data is: Length of loop=1500 m Elevation at BM 7=852.045 m Using the formula below,…

Q: 2. Given the following sketch and tabulated data for a closed traverse in which the length of DE and…

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: Problem: Below, tabulated data of an open compass traverse. LINE DIST(M) FB BB N 45deg, 00min W S…

Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…

A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

A: To find corrected departure of BC using compass rule

Q: The following data were collected while running a closed traverse ABCDA. Calculate the unknown…

Q: Objective: To balance the given traverse using compass rule. Discussion: (min of 5 sent)…

A: COURSE DISTANCE (m) AZIMUTH FROM SOUTH 1-2 475.48 180°50' 2-3 649.13 116°05' 3-4 867.34 25°54'…

Q: If a plus sight of 1.097m is taken on BM A, elevation 305.348m, and a minus sight of 0.832m is read…

A: The formula to calculate the height of the instrument is given by, Height of…

Q: 7. Given the tabulated data for a closed traverse in which the bearings of BC and the length of EF…

A: Given:- For the closed traverse, ABCDEF data are given:- Line Length (m) Bearing AB 620.06 S…

Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

Q: Given the tabulated data from a transit-tape survey: LINE LENGTH Bearing S6 deg 35 mins W N 17 deg…

A: LINE LENGTH (l) (m) BEARING LATITUDE L=lcosθ DEPARTURE D=lsinθ 1-2 445.66 186°35' -442.72…

Q: LINE DISTANCE BEARING AB 370m N 15° E BC 650 S 86° E CD 475 S 19° W DA 589 N 78° W

Q: COURSE DISTANCE (m) BEARING AB 668.15 N 58 32' W BC 670.32 S 35 10' W CD 610.68 DE 515.32 EA 448.50…

Q: Situation 1] Given the following tabulated data for a closed traverse in which the length and…

Q: Given the following tabulated data for a closed traverse in which the lengths of CD and DE are…

Q: Determine the adjusted forward bearings of the following survey data LINE CD DISTANCE 65.07 FORWARD…

Q: 2. Given the folowing sketch and tabulated data for a closed traverse in which the lengih of DE and…

Q: COURSE LATITUDE DEPARTURE АВ 30 -70 BC 70 -30 CD Unknown Unknown DA -80 40 a) What is length of…

A: A closed traverse latitude and departure have been given in the tabulated form and it has been asked…

Q: .5 Prepare a set of profile leveling notes for the survey in Figure 2-34. In addition to comput- ing…

Q: SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S…

A: The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Q: LINES DISTANCE BEARING AB 24 m S 16° W BC 16 S 69° E CD ? N 58° E DA ? S 81° W…

A: Fo find out the length of CD and DA.

Q: 1. The result of a fiekd survey of a closed traverse is shown in the figure. Check the traverse for…

A: The latitude of the line is defined as the projection of the given line in the north-south…

Q: · A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Some data from this technical description is unreadable due to flooding from a super typhoon. Solve…

Q: Prepare a set of level notes for the data listed. Perform a check and adjust the mis- closure.…

A: Given data,

Q: find bearing of BC , CD, DA 2- -1 close error 3- correction angles A , B, * .C ,D 4- Compute Dep.…

Q: 1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 - 80 BC 80 -40 CD unknown unknown DA -90 50…

Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

Q: A closed traverse has the following data: Line AB BC CD DE EA Distance (m) O 5 36deg 26min W OS…

A: Solution:

Q: Problem 3 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 EF. Solve the AREA using DPD and sketch the…

Q: 4. Given the accompanying sketch for a closed traverse in which the length and bearing of line DA…

A: To Determine a. Determine the length and bearing of DA b. the azimuth from south of line DA, rounded…

Q: 22/ Complete the settlement table below and verify the correctness of the calculations. Then check…

A: We knowHIn=Elvn-BS1Elvn+1=HIn+FSn+1

Q: 2. Given the following sketch and tabulated data for a closed traverse in which the length of DE and…

Q: 7. Given the tabulated data for a closed traverse in which the bearings of BC and the length of EF…

A: A closed traverse ABCDEFA is given with all lengths and bearing, where length of line EF is missing…

Q: 2. Given the following sketch and tabulated data for a closed traverse in which the length of DE and…

A: The missing data can be found by using concept of latitudes and departures. As on closed traverse…

Q: COURSE DISTANCE BEARING AB 120m S 10° E BC ? N 75° W CD N 45° E DA 100m N 80° E The lengths of BC…

A: Sum of departures and latitude is zero

Q: Problem 1 For the given data of a close traverse, determine the missing bearings of course CD and DE…

Question

Show all your complete solution and illustration (if applicable) of each item.

3) A closed traverse has the following data:
BEARING
LINE
AB
DISTANCE (m)
60.00
BC
72.69
S 17°20'E
S 70°36' W
N74° 30 W
44.83
56.45
CD
DE
EA
50,00
Find the bearing of line BC. (10- pts.)

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

Closed Traverse Data

VIEW

Solving the Equations

VIEW

Steps of Graphical Solution

VIEW

Step by step

Solved in 3 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

Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q 70°07'10" 0 P
Adjusted Values Corr Interior Angle Observed Bearings Computed Length (m) Line Sta Internal Forward Вack Forward Вack Angle Bearing Bearing АВ 46.50 S30°40'W N30°40'E A ВС 75.15 S83°50'E N84°30'W В CD 117.35 NO2°00'W SO2°15'E DE 74.92 S89°30'W DUE EAST EA 60.25 S28°50' N28°00'W E
What is the bearing from Instrument A (Instru. A) to the Light post (Point D)? 335° 30' 45" 225°30' 45" 65° 30' 45" 145° 30' 45" 110 20'35" Instru. A 1000 E 5000 N 65 20'25" 1247.114 E 4751.420 N Light post Instru. B N Z4
Compute the angles AOB, COD, and EOF from the following set of lines whose magnetic bearings are given: a. OA, N 39° 25' E and OB, N 75° 50' E b. OC, N 34° 14' E and OD, N 53° 22' W c. OE, S 15° 04' E and OF, S 36° 00' W
1. Compute the interior angles between the given pair of lines whose magnetic bearings are given. OA, N 42°20'E OB, N 82°10'E OC, N 32°16'E OD, N 48°12'W OE,S 32°18'E OF,S 42°10'W OG, N 82°34'W OH,S 66°05'W A D PB N- B A Go tỉ H F
If whole circle bearing of a line is 1200, its reduced bearing is A. S 20? E B. S 60? E C. N 120? E D.N 60? E. 1. The reduced bearing of a line is N 87? W. Its whole circle bearing is A. 87? B. 273.? C. 93? D. 3?.
Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E 125.0 PQ 200.0 N 30° 30' E QB 150.5 N 50° 15' W BA L a Calculate the length and bearing of AB.
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
Meet - nzw-pimo-rw anuwwlPx-a_a7HdrtDNnmaFDF2GGA/formResponse none of the above. O To establish a new benchmark on point Busing a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best value *of elevation for point B B.M1 B B.M2 B BS Point B.M1 T. P1 BS FS 3.305 Remarks RL-34.585 FS 0.405 4.24 3.35 Point Remarks B 30.06 0.672 1.825 2.485 3.315 1.23S 3.715 T. P4 T. PS B.M2 1.795 A 4.01 3.485 Т. Р2 T. P3 3.315 2.78 RL=42.093 B 39.97m 41.97m 46.97m 45.98m O 44.37m O 40.95m O * Reciprocal ranging is employed when one end of a line is inaccessible. O the ends of the line are not visible even from intermediate points. O both the ends are inaccessible. the two ends of a line are not intervisible,O O O O O O O O O O OC
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.
Q4) Convert following bearings to azimuths. BEARINGS AZIMUTHS N 44°21'15" E S 15°05'46" E N 36 18'42" W S 56°25'12" W S 88°45'60" E N 1°12'6" W
A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. Distance Stadia Distance Stadia Intercept Intercept 30 0.297 150 1.482 60 0.591 180 1.776 90 0.885 210 2.073 120 1.188 240 2.367