Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. N S 5 Station A B C D [1] E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01" 97°39'53" 137°05'60" 118°16'50" 115°43'35" 112698 115.73

Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. N S 5 Station A B C D [1] E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01" 97°39'53" 137°05'60" 118°16'50" 115°43'35" 112698 115.73

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 closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m / N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W 1. || Find the departure disclosure of the traverse. A. 1.201 m B. 2.423 m C. 1.006 m D. 2.321 m 2. Find the latitude disclosure. A. 1.267 m B. 1.889 m C. 2.054 m D. 1.560 m
2. Traverse data are tabulated as shown. Adjust the lengths and bearing angles to close the traverse. Compute the perimeter (summation of the lengths) of the adjusted traverse. LENGTH BEARINGS LINE (m) D S 85 30 E S 2 AB 495.85 ВС 875.34 15 W CD 890.45 N 76 44 W DA 1134.16 N 36 9 E
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.
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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.
Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. iii. iv. Distance, m 368.76 Line Bearing N15°18'E AB BC CD S85046'E S18030W N77035W 645.38 467.86 DA 593.00
1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 400 + 1 ВС N 45° E 800 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)
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Problem 6 For the given data of a close traverse, determine the missing distance of course CD and the bearing of course EF. Solve the AREA using DMD and sketch the traverse. DISTANCE LINES BEARING LATITUDE DEPARTURE DMD DOUBLE AREA (m) AB 78 5 78°11' E BC 49 5 45°26' E CD 5 34°05' w DE 115 N 32°18' W EF 65 FA 62 N 29°20' w Area
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
1. From the field notes of a closed traverse show below, adjust the traverse. LINES BEARING DISTANCES AB Due North 401 ВС N 45° E 797 CD S 60° E 700 DE S 200 W 600 EA S 86° 59' W 966.34 a. Solve for the Latitude and Departure b. Solve for the Adjusted and Balanced Departure and Latitude using compass/transit rule (specify your choice) c. Solve for the Balanced Length and Bearing d. Using the adjusted departure and latitude, calculate the area of the traverses using DMD/DPD method. (Specify your choice)
A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE. (EXPRESS YOUR AN PUT UNITS) TABLE 1 POINTS LINES DISTANCE BEARING AZIMUTH INTERIOR ANGLE DEFLECTION AB 101m 232 B BC 200m 47 CD 240m N 49 W DA 126m 149, R Determine the correction of latitude of line AB. Determine the correction of departure of line BC. Determine the corrected latitude of the line DA. Determine the correction of latitude of line AB.