7. ERROR OF CLOSURE. Given the following tabulated data fortwo trans it-tape surveys:DEPARTURELATITUDELINELENGTHBEARING+E- W+Ns 06 35'wN17 48'wN 70 59'wN 59 33'ES 39*18'E51.0999.88410.79442.721-22-33-4445.66 m326.73434.50427.00301.95311.09141.58216.40368.104-5233.66191.255-1+669.07-676.38+559.35-561.76Sums1935.84 m(ZNL)E SL)CEED)EWD)(D)LATITUDEDEPARTUREAZIMUTHFROM NORTHCOURSELENGTH-S+E-W227.5782 12'131°46228 20'267 43'352 0131.17AB229.70m87.02107.3497.32130.55161.46BC120.61CD7.19180. 35DEEA160.49170.1623.86171.63+201.33-201.55+324.89-324.82Sums874.03m(NL)(SL)(ZED)(EWD)(D)each traverse determine the linear error ofdirection of the side of error, and the precisionthe measurements made. Tabulate all observed andForclosure,theofcomputedvalues

Answered: Image /qna-images/answer/a2b452c1-46ef-4fa8-a426-8cd72a3f2f92.jpg

7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +E -w +N 51.09 99.88 410.79 s 0635'w NI7 48'w N 70 59'w N 59 33'E S 39 18'E 442.72 1-2 2-3 3-4 445.66 m 326.73 311.09 141.58 434.50 427.00 301.95 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (2NL) ESL) CEED) EWD) (D) LATITUDE DEPARTURE COURSE AZIMUTH FROM NORTH LENGTH +N +E 227.57 82 12' 131°48 226 20' 267 43' 352 01' 31.17 229.70m 130.55 161.46 AB 87.02 107.34 97.32 BC CD DE EA 120.61 180. 35 23.86 7.19 160.49 170.16 171.83 201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (ZED) (ZWD) (D) For each traverse determine the linear error of closure, of the direction of the side of error, and the precision the measurenents made. Tabulate all observed and values computed

7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE DEPARTURE LINE LENGTH BEARING +E -w +N 51.09 99.88 410.79 s 0635'w NI7 48'w N 70 59'w N 59 33'E S 39 18'E 442.72 1-2 2-3 3-4 445.66 m 326.73 311.09 141.58 434.50 427.00 301.95 216.40 368.10 4-5 233.66 191.25 5-1 +669.07 -676.38 +559.35 -561.76 Sums 1935.84 m (2NL) ESL) CEED) EWD) (D) LATITUDE DEPARTURE COURSE AZIMUTH FROM NORTH LENGTH +N +E 227.57 82 12' 131°48 226 20' 267 43' 352 01' 31.17 229.70m 130.55 161.46 AB 87.02 107.34 97.32 BC CD DE EA 120.61 180. 35 23.86 7.19 160.49 170.16 171.83 201.33 -201.55 +324.89 -324.82 Sums 874.03m (NL) (ZED) (ZWD) (D) For each traverse determine the linear error of closure, of the direction of the side of error, and the precision the measurenents made. Tabulate all observed and values computed

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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