Please answer the elaborate and evaluate part. Provide a complete solution. Thank you! SAPIENTIAELABORATEGiven the following tabulated data for a closed traverse in which the lengths of BC andCD have not been measured in the field. Determine these unknown quantities.LATITUDESDEPARTURESLINELENGTHBEARINGWEАВ639.32 mN 09° 30' WBCUNKNOWNN 56° 55' WCDUNKNOWNS 56° 13' WDE570.53S 02° 02'EEA1,082.71S 89° 31'ESUMS1911PEVALUATEDetermine the actual area of the given traverse above using any method that youprefer.EDITICAL

Given Data: Required to find: The unknown quantities of BC and CD.

Answered: Given the following tabulated data for…

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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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?
SAPIENTIA ELABORATE Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not been measured in the field. Determine these unknown quantities. DEPARTURES LATITUDES LENGTH BEARING LINE 639.32 m N 09° 30' W AB UNKNOWN N 56° 55' W BC UNKNOWN S 56° 13' W CD 570.53 S 02° 02'E DE 1,082.71 S 89° 31'E EA SUMS APIENTIA 1911 IGUIO CLTYS EVALUATE Determine the actual area of the given traverse above using any method that you prefer. DIFICAT
ELABORATE Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not been measured in the field. Determine these unknown quantities. LATITUDES DEPARTURES LINE LENGTH BEARING N AB 639.32 m N09° 30' W BC UNKNOWN N 56° 55'W CD UNKNOWN S56*13'W DE 570.53 S02° 02'E EA 1,082.71 S89° 31'E SUMS
SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S 12°00'00" E Distance (m) 1400.00 1800.00
Given the following tabulated data LENGTH LINE BEARING Determine the following: (m) S 06° 35' 1. Linear Error of Closure 1-2 445.66 W 2. Direction of the side of error N 17° 48' 2-3 326.73 W 3. Precision of the measurements made N 70° 59' 3-4 434.50 4. On your solution sheet, tabulate the E latitude and departure of each traverse line. S 59° 33' 4-5 427.00 E S 39° 18' 5-1 301.95 E
Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not been measured in the field. Determine these unknown quantities. LATITUDES DEPARTURES LINE LENGTH BEARING N E W AB 639.32 m N 09° 30' W BC UNKNOWN N 56° 55' W CD UNKNOWN S 56° 13' W DE 570.53 S02° 02' E EA 1,082.71 S89° 31'E SUMS
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
Omitted Measurements Exercises 1. Given the accompanying tabulation for a closed traverse in which the length and bearing of line DA unknown. Determine the values of the unknown quantities. Line Length, m. 210.50 505.38 412.55 Bearing N 20 30' E N 83-45' E S 18°05' W AB BC CD DA 2. Given the following data for a closed traverse, find the missing data. Length, m 172.62 148.59 Line AB BC CD DE EA Bearing N 9°30' E S 69°12' E N 58°38' E S 06°41' E N 87°23' W Latitude Departure 336.63 3. Determine the bearing of lines 4-5 and 5-1 of the closed traverse shown, the technical description of which is as follows: Departure Length, m 44.37 137.84 Line Bearing S 35 30' W N 57 15' W Latitude 1-2 2-3 N 1°45'E 3-4 4-5 12.83 64.86 106.72 5-1
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.
Homework: Compute the missing lengths & Coords. of traverse points S 63 24 E 50 m Due (W) C S 51 30 W A (100,100) 90 m Due (N)
Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not been measured in the field. Determine these unknown quantities. LATITUDES DEPARTURES LINE LENGTH BEARING N E AB 639.32 m N09° 30'W ВС UNKNOWN N 56° 55'W CD UNKNOWN S 56° 13' W DE 570.53 S02° 02'E EA 1,082.71 S 89° 31'E SUMS
3. Compute the missing data in the table shown if the Pace factor of a surveyor is 0.796. Determine also the relative precision if the Taped distance of CD is 434m LINE No. Paces Тарed LINE No. Paces Paced Distance distance. AB 128 CD 543 I. ВА 125 DC 544 АВ 100m CD 543 DC 546 ВА AB 124 125 CD 542

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