fundamentals of surveying. ERROR OF CLOSURE. determine the linear error of closure, the direction of the side of error, and the precision of the measurements made. Tabulate all observed and computed values. LATITUDEDEPARTURELINELENGTHBEARING+N--+E- Ws 06°35'wN 17 48' wN 70°59'wN 59°33'ES 39 1 8'E51.0999.88410.79442,721-22-3445.66 m311.09141.68326.733-4434.504-5427.00216.40368.105-1301.95233.66191.25Sums1935.84 m+ 669.07-676.38+559 35-561.76(D)(ENL)(ESL)CEED)(EWD)

error of closure is the ratio of the distance when the survey fails to close the requirements of…

LATITUDE DEPARTURE LINE LENGTH BEARING +N -S +E - W s 06°35'w N 17 48'w N 70°59'w N 59 33'E S 39°1 8'E 442.72 51.09 1-2 2-3 3-4 445.66 m 326.73 434.50 99.88 311.09 141.58 410.79 4-5 427.00 216.40 368.10 5-1 301.95 233.66 191.25 Sums 1935.84 m + 669.07 -676.38 +559 35 -561.76 (D) (ENL) (ESL) CEED) (EWD)

LATITUDE DEPARTURE LINE LENGTH BEARING +N -S +E - W s 06°35'w N 17 48'w N 70°59'w N 59 33'E S 39°1 8'E 442.72 51.09 1-2 2-3 3-4 445.66 m 326.73 434.50 99.88 311.09 141.58 410.79 4-5 427.00 216.40 368.10 5-1 301.95 233.66 191.25 Sums 1935.84 m + 669.07 -676.38 +559 35 -561.76 (D) (ENL) (ESL) CEED) (EWD)

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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