For both field data notes below:• The forward direction is given by alphabet order of the station namesEach angle is measured clockwise from the back direction to the forward direction so that they are on the left ofthe traverse looking forward.Draw a sketch of the traverse to a large enough scale so that angle calculations are readable.Compute angular error & adjust (distribute the same correction to each angle)• Compute course bearings (neatly show work on traverse)Field data for traverse 1:Bearing BC: S 3° 11' ECoordinate B: N 1000.00, E 1000.00StationTraverse angle Length, ftA91° 18'АB: 554.09В94° 28'ВС: 425.31C109° 52'CD: 426.05D102° 26'DE: 345.28E142° 06'ЕA: 322.21 Field data for traverse 2:Bearing EA: S 10° 14' ECoordinate E: N 1000.00, E 1000.00StationTraverse angle Length, ftA96° 05'АB: 560.27В95° 20'ВС: 484.18C65° 15'CD: 375.42D216° 22'DE: 311.44E67° 08'EA: 449.83

Answered: Image /qna-images/answer/102e7473-785b-4b7f-9894-55835b530185.jpg

Answered: Draw a sketch of the traverse to a…

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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Please *recheck and provide *clear and complete *step-by-step solutions in scanned handwriting or computerized output. Thank you. Question: Given the accompanying tabulations are observed and calculated data for the traverse. For the set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a convenient scale.
TRANSIT RULE. Given in the accompanying tabulations are observed and calculated data for two different traverses: For each set of traverse data, balance the latitudes and departures by the transit rule. Also determine the linear error of closure, bearing of the side of error, and the precision of the measurements made. Tabulate all observed and calculated values into a convenient format and prepare a sketch of the adjusted traverse. Use a convenient scale.
Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b) unadjusted departures and latitudes, (c) linear misclosure, (d) relative precision. (Note: Line BC bears NE.) (e) if one side and/or angle is responsible for most of the error of closure, which is it likely to be? (f) Adjust the traverse using the compass rule. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. (g) Find the length and bearing of line AE.
A traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
FUNDAMENTALS OF SURVEYING Triangulation stations A,B, C and D has the following observation angles. Angle Values ACB 50 deg BAD 20 deg BCD 30 deg ABC 50 deg CAD 60 deg a. Find the angle CDB b. Find the angle BDA c. Find the angle BDC
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying The azimuth from north of traverse line AB is 220° 02'. If the succeeding line BC has a bearing of S35° 05' E, the angle to the right at station B is?
List some mistakes made in traverse computations.
My course subject is Fundamentals of Surveying. Please help me answer this one, Thank you so much! I. PROCEDURE Establish at least six traverse stations at designated points on the field assigned to be surveyed. Call these stations (or corners) A, B, C, etc. Set the instrument Sight instrument on the last traverse station and read the magnetic bearing. Record this as the back bearing of the line in the traverse. 4. Sight B and read the instrument. Record this as the forward bearing of line AB. 5. Transfer the instrument to B. Sight on A and read the instrument and record this as the back bearing of line AB. 6. Proceed to the next station and repeat the above procedure of determining back and forward bearings for each line. Continue until the last traverse station is occupied and the forward bearing of the last line has been read and recorded accordingly. 7. With a plastic tape, measure the length of each line in the traverse. 8. Tabulate observed and adjusted…
CLOSED – COMPASS TRAVERSE The Given Data is at 2nd photo
UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 4 decimal places. Fundamentals of Surveying In leveling across a river, reciprocal level readings were taken between two points A & B. From a set-up near A on A, 0.954 &0.952m, on B 2.086, 2.087, 2.088 & 2.087 m. At the setup near B: on B, 2.450 and 2.448m, on A, 1.362, 1.363, 1.364 & 1.363m What the Elevation at B if Elev at A is 45.75m?
Compute the linear misclosure, relative precision, and adjusted lengths and azimuths for the sides after the departures and latitudes are balanced by the transit rule in the following closed-polygon traverse. Compare the computed area of the traverse using DMD and DPD. Course Length (m) Departure (m) Latitude (m) AB 399.233 -367.851 +155.150 BC 572.996 +121.550 -558.158 CA 640.164 +497.420 +403.018
FUNDAMENTALS OF SURVEYING 1, FIELD 1.) The accompanying schematic of lines portray a differential level route. The values indicated represent backsight and foresight readings taken at different points as labeled. Prepare and complete differential level notes for the information shown.

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