please solve part 4 Q1: for the traverse in the table below:1- Draw a sketch2- Balance the angles3- Compute the linear error of closure and the precision ratio of the traverse4- Find the Adjusted Coordinates of points B,C,D, and ECoordinates (m)StationABCDEEN1000 1000sideABBCCDDEEAObservationsMEASURED ANGLE(Interior, left toright)101° 24' 00" (

First we need to find the Latitudes and Departures following which the co-ordinates can be found…

Answered: 4- Find the Adjusted Coordinates of…

Engineering

Civil Engineering

4- Find the Adjusted Coordinates of points B.C.D, and E

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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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.
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.
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…
Compute and tabulate for the following closed-polygon traverse: (a) preliminarybearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. Please include the calculation of the azimuths and the bearings
Calculate the interior angles for the following data given Table Q2, and also draw a neatsketch of the traverse. Enter the values of back bearings in the Table Q2.Table Q2Line Fore Bearing Back BearingAB 60° 30’BC 122° 0'CD 46° 0'DE 205° 30EA 300° 0'
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
PLEASE INCLUDE TABULATION. THANK YOU. Transit Rule. Given in 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.
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
Calculate: a) the bearing of line CD b) the bearing of Line DE c) the area of the traverse pls answer in COMPLETE, 3 dec places, and provide ILLUSTRATION
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E. Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank you so much.)
My Course subject is fundamentals of surveying. this is now complete, please help me answer this one Thank you! 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…
Discuss the advantage and danger of radial traversing.