use dmd method A closed traverse shown has the following data:LINESBEARINGDISTANCEABS 15°36' W24.22 mBCS 69°11' E15.92 mCDN 57°58' EDAS 80°43' W 1. Find the distance CD in meters.a. 81.20 mb. 34.67 mc. 77.46 md. 59.01 m2. Find the distance DA in meters.a. 61.89 mb. 49.16 mc. 56.28 md. 75.02 m3. Find the area in m2.a. 512.37 m?b. 1123.61 m2c. 191.99 m2d. 1315.60 m2

Considering the above table and we have, Latitude=lcosθDeparture=lsinθ Lines Bearing Quadrat…

Answered: A closed traverse shown has the…

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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Given the following data for a closed traverse. Line Length Bearing AB 23.06 N 31° E BC 23.70 N 43° W CD 54.30 X DE 32.10 $ 67° E EA Z N 14° E What is the value of z? A. 25.87 B. 14.75 C. 23.21 D. 21.09 E. None of the above Lat 19.77 17.33 -45.02 -12.54 W Dep 11.88 -16.16 y 29.55 5.10
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?
From the following observations, what is the closing error? Line AB BC CA O Length (m) 92.96 157.63 131.24 a. 1.44 O b. 1.99 C. c. 1.55 O d. 1.66 Latitude +92.57 -317.39 +226.19 Departure -217.92 +24.62 +192.36 <
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51 -71.63 CD -25.2 DE 76.18 EA -4.12 12.15 Determine the DMD of line DE.
Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show complete solution. PS. Answer to this problem requires a file upload, be sure to upload it here together with your solutions. TY. 58°34 364.55 1. Length () 347.00 364.55 472.74 292.94 Line Azimuth 509 05 38 258 34 22 128 04 44 60 21 26 ST TU •00 UV SHOT ON MI 10T I BY: ALEXIS VS
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
A closed traverse has the following data: Find the DMD of the line 5-6. Line Latitude (m) Departure (m) 1-2 76.597 44.969 2-3 32.006 3-4 |-19.961 |-73.182 4-5 58.768 |-34.739 5-6 |-66.995 7.189 6-1 55.775
Asiacell A docs.google.com/f :D TIITME. LIIVUI If Ø=0.987643 rad. Find Ø in bläj 3 degrees 35° 25' 25" 56° 35' 16" 65° 25' 13" O 45° 42' 16" O 54° 30' 16" 52° 04' 26" blä 3 When a level is in adjustment, the line of sight of the * instrument is
7. ERROR OF CLOSURE. Given the following tabulated data for two trans it-tape surveys: DEPARTURE LATITUDE LINE LENGTH BEARING +E - W +N s 06 35'w N17 48'w N 70 59'w N 59 33'E S 39*18'E 51.09 99.88 410.79 442.72 1-2 2-3 3-4 445.66 m 326.73 434.50 427.00 301.95 311.09 141.58 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (ZNL) E SL) CEED) EWD) (D) LATITUDE DEPARTURE AZIMUTH FROM NORTH COURSE LENGTH -S +E -W 227.57 82 12' 131°46 228 20' 267 43' 352 01 31.17 AB 229.70m 87.02 107.34 97.32 130.55 161.46 BC 120.61 CD 7.19 180. 35 DE EA 160.49 170.16 23.86 171.63 +201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (SL) (ZED) (EWD) (D) each traverse determine the linear error of direction of the side of error, and the precision the measurements made. Tabulate all observed and For closure, the of computed values
What is the direction of the closing error for the following data? Line AB BC CA Length (m) 24.29 130.32 d. 249.11 a. 60°23¹ b. 60°29¹ c. 50⁰23¹ 62023¹ Latitude -102.31 +360.24 -257.43 Departure -119.22 -204.92 +323.26
Draw the possible figures for the technical description given below. Label the traverse stations properly and indicate the scale used. LINE DIST (m) Bearing АВ 18.028 ? BC 28.178 N62° 32' E CD 46.141 ? DE 38.079 S66° 48' W EF 41.231 S14° 2' W FA 58.310 N30° 58' W
1. Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing 1000.00 Easting 1000.00 AB N 76° 18' E 733 BC N 23° 20' W 598 CD S 61° 35' W 415 DE N 57° W 511 EF S 32° 45' W 395 FA S48° 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c. Determine the area of the closed traverse PSU - 187 773.

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A closed traverse shown has the following data: LINES BEARING DISTANCE АВ S 15°36' W 24.22 m BC S 69°11'E 15.92 m CD N 57°58' E DA S 80°43' W