QIA) The following are the bearings observed in traversing. Calculate the interior angles of the traverse and correct them if necessary. Also, draw a free hand sketch for the traverse. Line F.B. AB S 30° 0' E BC S 50° 30' W CD N 53° 45' W DE N 62° 0' W EA N 49° 30' E

QIA) The following are the bearings observed in traversing. Calculate the interior angles of the traverse and correct them if necessary. Also, draw a free hand sketch for the traverse. Line F.B. AB S 30° 0' E BC S 50° 30' W CD N 53° 45' W DE N 62° 0' W EA N 49° 30' E

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: In the plan below shows a differential leveling from benchmark to another benchmark, along each line…

Q: a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD…

Q: Determine the whole circle bearing of line CD in degrees.

Q: A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m.…

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: Interior Angle Traverse Given the bearing of each line of a closed traverse ABCD, determine the…

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: From the given data of a closed traverse. Lines Bearing N 15 18' E S 85°46' E S 18°30' W Distances…

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

Q: a traverse ABCDE the following bearings are observed ind out their included angles and check it.…

Q: Determine the interior angles for the accompanying traverse sketch. N76 30'E N87°32'W D Note:…

A: Given:- Determine the interior angles for the accompanying traverse sketch.

Q: Question1: Analyzea survey line BAC for the chainage at Cwhich crosses a river, A and C being on the…

A: GIVEN DATA: AD=36m FORE BEARING AD=38∘45' FORE BEARING =278∘ 45' FORE BEARING IS BEARING MEASURED…

Q: UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal…

Q: Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the…

Q: 738.562 666.737, 559.319 207.453 541.742) 688.350 379.861 839.008 ( 296.099 604.048 218.330 323.936,…

A: Bearing: Bearing of a line is the angle measured from the north end of reference meridian. Latitude:…

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

Q: Determine the Interior Angles, deflection angles, angles to the right and azimuth angle of the…

A: Data given: Asked: Interior Angles Deflection Angles Angles to the right Azimuth Angles

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

A: The values given in the question are as follows: Lines Bearing Distance(m) AB N 53o 27' E 59.82…

Q: The following bearing were observed in running a traverse with the help of Prismatic compass where…

A: The Traverse will be as shown in the figure:

Q: find out the included angles in a closed survey PQRSTP, the f

A: Below table gives the whole circle bearing of the observations: Line FB FB-WCB BB BB-WCB FB-BB…

Q: 1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING…

A: Note: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question…

Q: 1. The interior angle of a six-sided closed traverse were measured as follows: A 36 54' 23 B = 145…

A: Given 6 sides polygon Interior angles of the polygon

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

Q: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

Q: The following reading were taken with the help of a compass in an area where local attraction was…

A: When the line in the bearing has no local attraction then the different between the back bearing and…

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

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

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: bearing of line DE.

Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

Q: LINE DISTANCE BEARING AB 60 N15°30'E BC 72.69 S82°23'E CD 44.83 S17°30'E DE 56.45 S70°36'W EA 50…

Q: ADJUSTMENT. Trace accurately the traverse 15. GRAPHICAL plotted below and perform the reguired…

A: Introduction- The Guide survey is a simple and frequently used method for establishing the relative…

Q: . Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

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

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

Q: 16. MAGNETIC DECLINATION. At a given place the magnetic bearings of six lines radiating from a…

Q: Problem 1. From the open compass traverse shown, if the forward bearing of line AB is N 45°20' E,…

Q: LINE BEARING S 73° 21' E Determine the following: 1-2 (a) Interior Angle 2-3 S 40° 10' E (b)…

Q: Problem 1: Textbook Problem 12.1 Compute the latitudes and departures for the sides of the traverse…

A: The sides of the traverse

Q: A. Solve for the elevations of the turning points and BM-14. Assume K = 99.5 and C = 0.31. Tabulate…

Q: If the bearing of the side AB of a regular hexagon traverse ABCDEFA shown in the figure is 36°45',…

A: Given- Regular hexagon ABCDEFA- Fore bearing-FB=36o45' It is needed to find the value of the bearing…

Q: 5: Open Traverse: Find the distance and direction of boundary AD.

A: ###Distance AD and Direction of AD of Open Traverse####

Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

Concept explainers

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Q1A) The following are the bearings observed in traversing. Calculate the interior angles of the
traverse and correct them if necessary. Also, draw a free hand sketch for the traverse.
Line F.B.
AB
BC
CD
DE
EA
S 30° 0' E
S 50° 30' W
N 53° 45' W
N 62° 0' W
N 49° 30' E
Y
>
F

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD or DPD method, compute for the area of the traverse. LINE DISTANCE (feet) BEARING S 37°30' E S 43015' W N 73°00' W AB 300 ВС 400 CD 250 DE N 12°45'E EA N 65040' E
Give me right solution according to the question.
Using the compass rule and trnsilt rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
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
If Line AB is due North, the following are the interior angles the polygon ABCDE? The following figure is not drawn to scale. LINE INTERIOR ANGLES AB ZEAB=118°30' BC ZABC=95°33' B. CD ? DE ZCDE=134°1O' D EA ZDEA=140°50' 1. ZBCD = [ Select ] 2. Exterior Angle at C = [ Select ] 3. Deflection angle of line CD = 45°50' R 4. Angle to the right of line DE= [ Select] 5. Bearing of line BC = [ Select ] 6. Azimuth from South of line BC = [ Select ] 7. Back Azimuth from South of line BC = [ Select ] 8. Azimuth from North of line CD = [ Select ]
Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
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"
Correct and detailed answer will be Upvoted else downvoted. Thank you!
round only at final answer 3 decimal places
Please show full solution
PRACTICE PROBLEM 1. The following are bearings taken on a closed compass traverse. Compute the interior angles and correct them for observational errors. Assuming the observed bearing of line AB to be correct, adjust the bearings of the remaining sides. FORWARD BEARING BACKWARD BEARING N.37°30'W. LINE AB S.37°30'E. BC S.43°15'W. N.44°15'E CD N.73°00'W S.72°15'E. DE N.12°45'E. S.13°15'W. EA N60°00'E. S.59°00'W.
- Following are the bearing of a closed traverse: Line FB BB AB 142°30' 322°30' BC 223°15' 44°15' CD 287° 107°45' DE 12°45' 193°15' EA 60° 239° Find out the correct bearings.