C and D Answer the following problem. For each column, provide only 1 solution. The solutions andanswers should have minimum of 3 decimals for linear measurements and should be in Degree-Minute-Seconds (2 decimals for seconds) for angular measurement. The whole traverse can alsobe computed via spreadsheet or any computer assisted program.a) BALANCE the traverse by applying compass rule adjustment. Calculate the adjustedcoordinates, azimuth, and distances of each stations.Coordinates of T1: (N,E) = (20000,10000)mLineDistance (m)Azimuth (South)T1-T2154.0508126° 32' 42"T2-T3144.9263229° 28' 55"T3-T4148.209283* 26' 42"T4-T5155.4747251* 37' 18"T5-T6116.5837309° 15' 20"T6-T7156.8864334° 28' 44"T7-T8175.86345° 00' 00"T8-T9209.572782° 09' 33"T9-T10116.2686118* 00' 12"179° 21' 27"T10-T1113.2131b) Calculate LEC and RECc) Determine the project control accuracy of the traverse. (Primary, Secondary, Tertiary, or "notwithin any project control accuracy")d) Using the lessons learned in Lecture 4. Calculate the interior angle at T2,T3, and T4.

(c) Here azimuth is given from south. converting it from north for easiness of calculation. Sample…

c) Determine the project control accuracy of the traverse. (Primary, Secondary, Tertiary, or "not within any project control accuracy") d) Using the lessons learned in Lecture 4. Calculate the interior angle at T2,T3, and T4.

c) Determine the project control accuracy of the traverse. (Primary, Secondary, Tertiary, or "not within any project control accuracy") d) Using the lessons learned in Lecture 4. Calculate the interior angle at T2,T3, and T4.

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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Closed Traverse A traversing network was done in a site to establish a horizontal control network necessary for several engineering tasks. The Sketch in the next page shows the measurements for horizontal distances and the horizontal clockwise angles in addition to the coordinates of the control stations S1 & S2. Known that the maximum angular allowed error is 1 minute and the maximum allowed linear error is 7cm, adjust the traverse and calculate the angular & linear disclosure errors. Use 4 decimals for coordinates computations and one decimal second for angular and directional computations. Write the answers in 2 separate tables (one for the azimuth and one for the coordinates) 260° 20' 25. 0" B 29. 950m 48. 650m S2 x=1000. 0000m y=760. 0000m Si x=1850. 0000m y=1050. 0000m 100° 10' 25. 0" S1 39. 468m 139° 20' 46. 7" S2 1 235° 40' 55. 0" 255° 15' 45. 0" 38. 500m 47. 250m 269° 11'55, 3"
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.
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.
Show your complete solution.
With solutions.
UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING
A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE. (EXPRESS YOUR ANSWERS 5 DECIMAL PLACES & DON'T PUT UNITS) TABLE 1 POINTS LINES DISTANCE INTERIC BEARING AZIMUTH ANGLE A АВ 99m 232 ВС 198m 47 C CD 244m N 46 W DA 123m Determine the correction of latitude of line AR
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DMD Method. Line Length Bearing AB 382.500 m Due East BC 248.780 m S 89°25’ E CD Unknown S 27°45’ W DE 220.420 m Unknown EA 443.490 m N 40°08’ W Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
For all the computed values with decimals, use four (4) digits after the decimal.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
fundamentals of surveying. bsce
SITUATION 2 Compute area of traverse shown in Figure 1 using co-ordinate method. N (Y) X= 125.73 Y=847.60 C/X=716.31 X-0.00 Y-591.64 Y=694.73 E X-517.55 DX-523.73 Y-202.97 Y=0.00 Figure 1. Area of traverse