Show complete solution. Balance the given traverse using (a) Transit Rule and (b) Compass Rule.COURSELENTGHBEARINGАВ496.86N 05° 30' EBC851.63N 46° 02' ES 67° 38' ES 12° 25' ES 83° 44' WN 55° 09' WCD856.46DE1021.88EF1118.27FA661.09

Compass rule or Bowditch method : This method is used when linear and angular measurements are taken…

Answered: Balance the given traverse using (a)…

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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8. Compute for the following and show the tabulated solutions: Azimuth LINES Length (S) АВ 1020.87 168d35m ВС 1117.26 263d30m CD 660.08 304d25m DE 495.85 5d30m EF 850.62 46d15m FA 855.45 112d30m (lengths in 3 dec. places; bearings in deg-mm-ss) a. Using Transit Rule, solve for adjusted latitudes, departures, distances, and bearings for all the traverse lines Lines Adj. Latitude Adj. Departure Adj. Length Adj. Bearing AB BC CD DE EF FA
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
V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A
Balance the given traverse using (a) Compass Rule and (b) Transit Rule. COURSE LENGTH (m) BEARING АВ 495.85 N 05° 30' E ВС 850.62 N 46° 02' E S 67° 38 E S 12° 25 E S 83° 44' W CD 855.45 DE 1020.87 EF 1117.26 FA 660.08 N 55° 09' W
SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of line GA (b) Determine the bearing of line CD TRAVERSE DATA W/ OHITTED MEASUREMENTS UNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N 40.00° W CD 610.00 DE 885.00 S 72.00° E EF 455.00 S 18.00° E FG 500.00 S 80.00° W GA N 30.00 W
ANSWER KEY=D 108.1502m∆h 22.4596m
Determine the force of all members using METHOD OF JOINT. Answer in 3 decimal places only. TRUSS MEMBERS ● FORCE COMPRESSION OR TENSION
PROBLEM: A closed traverse has the following observed quantities. Line Distance (m) Bearing S 80°46' W AB 550.43 BC 295.08 N 11°18' W S 72°28' E S 18°17' E S 80°30' W CD 610.19 DE 886.17 EF 456.57 FG GA 357.66 N 88°53' E Compute the bearing of line BC. Your answer Compute the length of line FG.
A closed traverse has the following data: Distance Line Вearing Latitude Departure (m) 1081 S 73°47'E S 15°14'W S 67°07'W АВ ВС 1589 CD 1294 DE 2507 EA 1738 7. Determine the length of the closing line (AD) 8. Determine the bearing of line DE 9. Determine the bearing of line EA 10. Determine the area using DMD or DPD
A closed traverse has the following data: Line Distance (m) Bearing AB 44.47 BC 137.84 CD 12.83 N 1deg 45min E DE 64.86 N 72deg 10min E EA 107.72 S 48deg 13min E Find the bearing of line AB. O S 37deg 18min W O S35deg 30min W O S 38deg 34min W O S 36deg 26min W
The following lengths and latitude and departures were obtained for a close traverse ABCDEFA LINE LENGTH LATITUDE DEPARTURE АВ 183.79 +183.79 ВС 160.02 +128.72 +98.05 CD 226.77 +177.76 -140.85 DE 172.52 -76.66 -154.44 EF 177.09 -177.09 FA 53.95 -52.43 +13.08 a. Adjust the traverse using Compass Rule/Bowditch Rule (solution and tables for corrected latitude and departure must be shown) b. Determine the bearing of the lines using the computed latitude and departure. Draw the traverse using the computed bearing of the lines. C.
PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681

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Balance the given traverse using (a) Transit Rule and (b) Compass Rule. COURSE LENTGH BEARING АВ 496.86 N 05° 30' E ВС 851.63 N 46° 02' E S 67° 38' E S 12° 25' E S 83° 44' W CD 856.46 DE 1021.88 EF 1118.27 FA 661.09 N 55° 09' W