1. Given the accompanying tabulation are the observed data for a closed traverse. Determine the following quantities; latitudes and departures of each course, linear error of closure, bearing of side of error and precision of the measurements. LINE Azimuth from Length (m) 233.10 North AB 122 30 85 15 BC CD DE EF 242.05 191.50 234.46 270.65 252.38 20 00 333 35 254 08 FA 213 00

1. Given the accompanying tabulation are the observed data for a closed traverse. Determine the following quantities; latitudes and departures of each course, linear error of closure, bearing of side of error and precision of the measurements. LINE Azimuth from Length (m) 233.10 North AB 122 30 85 15 BC CD DE EF 242.05 191.50 234.46 270.65 252.38 20 00 333 35 254 08 FA 213 00

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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Similar questions

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)WHAT IS THE LENGTH OF THE LINE CD?
LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97 N75°44'W EA 181.24 S85°23'E Using TRANSIT RULE, complete the table of balancing the traverse. -Retain 3 decimal places.
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 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
Solve for the missing measurements (Bearings of line BC and DE) given the data for a closed traverse. Line Length Bearing AB 529.6 N 48° 20' E BC 592 ? CD 563.6 S 7° 59' E DE 753.4 ? EA 428.2 N 48° 12' W
The following are the observed data for an open compass traverse. Adjust the observed directions and tabulate values accordingly. LINE LENGTH OBSERVED BEARING FORWARD BACKWARD AB BC CD DE EF FG 462.50 m 405.65 m 495.08 m 284.15 m 367.29 m 217.73 m S 40o25’ W S 55o40’ W N 36o15’ W N 73o10’ W S 44o45’ W S 20o30’ E N 40o30’ E N 55o50’ E S 35o55’ E S 73o30’ E N 44o45’ E N 21o00’ W
A closed traverse has the following data: Lat=-0.65, Dep=+0.34 Σ[LAT]=1726.8, Σ[DEP]= 1876.3, PERIMETER=2628.5 FOR A LINE DE: DISTANCE= 518.40 m., Lat= 259.20 N, Dep Determine the corrected latitude of DE by transit rulea. 259.310 b. 259.116 c. 259.286 d. 259.090
Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
Given the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. Determine the latitudes and departures of each course and balance these quantities by employing the compass rule and transit rule. Also determine the linear error of closure, bearing of the side of error and the relative error of closure. tabulates values accordingly. COURSE | DISTANCE | BEARING AB | 368.76 | N 15°18' E BC | 645.38 | S 85°46' E CD | 467.86 | S 18°30' W DA | 593 | N 77°35' W
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.
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.46 19.72 BC 80.7 -71.45 CD -25.32 DE 79.36 EA -2.83 14.5 Determine the length of line CD.
SITUATION E: The following are the observed data for an open compass traverse. Determine the adjusted bearing of line FG, CD, and BC. Line Length Observed Bearing Forward Backward AB 452.50 m S 40°25’ W N 40°30’ E BC 405.65 m S 55°40’ W N 55°50’ E CD 495.08 m N 36°15’ W S 35°55’ E DE 284.15 m N 73°10’ W S 73°30’ E EF 367.29 m S 44°45’ W N 44°45’ E FG 217.73 m S 20°30’ E N 21°00’ W
A closed traverse has the following data: LINE AB BC CD DE EA BEARING ? ? N I° 45' E N 72° 10' E S 48° 13' E DISTANCE (m) 44.47 137.84 12.83 64.86 107.72