5. ANGLE To THE RIGHT TRAVERSE. A five-sided closed tra-proceeds in a clockwise direction and the angle toversethe right at each station were observed as follows;A=270° 45', B=268° 43', C=203° 22', D=256° 20', and E=260° 25'.Determinethe error in the sum of the angles. Adjust theangular values observed on the assumption that the error isthe same for each angle. Tabulate all observed and ad'justedvalues accordingly.550PROBLEMSETS

Steps for determining corrected angles Calculate the total sum of internal angles. Determine the…

TRAVERSE. A five-sided closed tra- angle to follows; 5. ANGLE то THE RIGHT proceeds in a clockwise direction and the right at verse the each station were observed as A=270° 45', Determine B=268 43', C=203° 22', D=256° 20', and E=260° 25'. Adjust the the error in the sum of the angles. angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and ad'justed values accordingly.

TRAVERSE. A five-sided closed tra- angle to follows; 5. ANGLE то THE RIGHT proceeds in a clockwise direction and the right at verse the each station were observed as A=270° 45', Determine B=268 43', C=203° 22', D=256° 20', and E=260° 25'. Adjust the the error in the sum of the angles. angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and ad'justed values accordingly.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

5. ANGLE To THE RIGHT TRAVERSE. A five-sided closed tra-
proceeds in a clockwise direction and the angle to
verse
the right at each station were observed as follows;
A=270° 45', B=268° 43', C=203° 22', D=256° 20', and E=260° 25'.
Determine
the error in the sum of the angles. Adjust the
angular values observed on the assumption that the error is
the same for each angle. Tabulate all observed and ad'justed
values accordingly.
550
PROBLEM
SETS

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Hi, can you please solve this again? The one I saw have some errors. Thank you so much!
With solutions.
QUESTION 1 (a) Line F/S B/S 236°50' AB 53°30' BC 165°20' 344°00' CD 116°30' 294°20' DE 236°30' 58°40' EA 303⁰50¹ 123°50' In the above traverse remove the errors introduced by local attraction and calculate the angular misclose. Distribute the angular error and recompute adjusted bearings for the figure. Accept datum line EA.
fundamentals of surveying. ANGLE TO THE RIGHT TRAVERSE. A five-sided closed traverse proceeds in a clockwise direction and the angle to the right at each station were observed as follows: A = 270° 45’, B = 268° 43’, C = 203° 22’, D = 256° 20’, and E = 260° 25’. Determine the error in the sum of the angles. Adjust the angular values observed on the assumption that the error is the same for each angle. Tabulate all observed and adjusted values accordingly.
Please answer #3 with solution.
by the analytical method and Mohr’s circleFind εx' , εy' and γx'y'Find main directions θp and main values ε1 and ε2
c- You must establish the elevation of point B from point A (elevation 187.298 m). Points A and B are on opposite sides of a 12-1: highway. Reciprocal leveling is used, with the following results: Setup at A side of highway: Rod reading on A = 0.673 m Rod readings on B = 2.416 and 2.418 m Setup at B side of highway: Rod reading on B = 2.992 m Rod readings on A = 1.254 and 1.250 m a. What is the elevation of point B? b. What is the leveling error? V
please show the operations and solve step by step
1. Calculate the linear error of closure. 2. Calculate the relative precision.
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
18.A traverse has the following data: LINE LENGTH BEARING 20 33.48 N 73°23' E 01 8.11 S 39°30 E 12 39.42 S 43°40' W N 39°50' W N 17°33' W 21 7.08 12 22.02 Use compass rule in adjusting the closed traverse and compute for the Linear Error of Closure and Relative Error of Closure.