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. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DMD S (m) AREA S 78°11' E АВ 78 S 45°26' E BC 49 S 34°05' w CD ? N 32°18' W DE 115 EF 65 FA 62 N 29°20' W

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. LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DMD S (m) AREA S 78°11' E АВ 78 S 45°26' E BC 49 S 34°05' w CD ? N 32°18' W DE 115 EF 65 FA 62 N 29°20' W

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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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N Line AB BC CD DA 4- 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Interior angles A and B Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) = Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
SITUATION A closed traverse has the following data: LINE DISTANCE BEARING N 47° E S 69° E S 39° W S 87° W N 25° W АВ 179.00 258.20 BC CD DE EA ? 145.41 2 What is the length of line CD? 3 What is the length of line DE?
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.
A closed traverse has the following data: Line Departure| Latitude DMD 2A АВ 147.37504 7774.10758 BC -89.62044 419.11890| CD -148.63972| DA 88.72031 a.) Complete the table. a.) Determine the area (m²) of the traverse.
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: 1- Coordinates of B (Easting and Northing). N 2- Linear misclosure Line AB BC CD DA 3- Traverse precision 4- Interior angles A and B 5- Distance BC and CD. 6- Coordinates of C (Easting and Northing). Length(m) 330 827 Sum= 2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C D A (calculated) Easting 500 B 1323.167 Northing 500 582.059 A= B= Angles
From the following traverse notes, compute the corrected distance of line CD using Transit Rule. LINE BEARING DISTANCE LATITUDE DEPARTURE А-В N 15 30' E 60.00 m + 57.81 16.03 В-С S 82 23' E 72.69 9.63 72.04 S 17° 20' E - 42.79 C-D 44.83 13.36 D-E S 70 36' W 56.45 18.75 53.25 E-A N 74 20' W 50.00 + 13.50 48.14
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
3. The data of a closed traverse is shown below. Complete the table below and determine the area using DMD method. LINE DISTANCE(m) BEARING LAT DEP DMD 2A N 28°26' E N 82010' E N 12°01' E N 52°29' E N 79°40' E AB 106.75 ВС 99.75 CD 70.83 DE 83.29 EA 69.98
Q: Use the survey traverse information shown below and calculate: 1. All Partial Co-ordinates for B, C, D and E 2. Length and bearing of line EA Show calculation process with answers. Point A ABCDE D E N 6200.000 D C E 1450.000 Line AB BC CD DE EA Bearing 55°21'32" 93°18'26" 206°41'23" 265°32'45" Distance 318.384 325.544 458.791 276.513
3. The data of a closed traverse is shown below. Complete the table below and determine the area using DMD method. LINE DISTANCE(m) BEARING LAT DEP DMD 2A N 28°26' E N 82 10' E S 12°01' W S 52°29' W N 79°40' W AB 106.75 ВС 99.75 CD 70.83 DE 83.29 EA 69.98
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (m) АВ Due North 400.00 BC N 45° E 800.00 S 60° E S 20° W S 86°59' W CD 700.00 DE 600.00 EA 966.34 a) Compute the linear error of closure. b) Compute the relative error or precision.