9. COMPASSthe observed and calculated data for two different transit-tape surveys:RULE. Given in the accompanying tabulations areLINELATITUDEDEPARTUREDISTANCEBEARING+N-S+E-W1-2S 52 51'wN 00°42'ES 85 57'E203°04'w388.08m234.36309.322-3732.72732.678.953-4324.7822.94323.974-1477:24476.5625.53Sums1922.82 m+732.67+332.92-733.86-334.85(D)(ENL)ESL)(ZED)EWD)LATITUDEAZIMUTHFROM SOUTHCOURSEDISTANCEDEPARTURE-W1-2475.48 m180 50'116° 06'25 54'315 20'213 27'275 39'475.436.922-3649. 13285.58582.94378.863-4867.34780.22371.594-5522.48367.295-6504.90421.27278.316-1311.2530.64309.74Sums3330.58 m+1182.28 -1182.45+962.26-961.80(D)(ENL)(ESL)(EED)(E WD)Forclosure,the survey after the latitudes and departures arebyto a suitable scale the adjusted traverse.eachset of survey data,direction of the side of error,determine themis-and precision, ofbalancedTabulate values accordingly and drawlinearthe compass rule.

Surveying is a branch of the construction industry when balancing between different points on the…

(D) (ENL) (ESL) (EED) (E WD) For each set of survey data, determine the linear mis- closure, the survey after the latitudes and departures are balanced by the compass rule. Tabulate values accordingly and draw to a suitable scale the adjusted traverse. dírection of the side of error, and precision, of

(D) (ENL) (ESL) (EED) (E WD) For each set of survey data, determine the linear mis- closure, the survey after the latitudes and departures are balanced by the compass rule. Tabulate values accordingly and draw to a suitable scale the adjusted traverse. dírection of the side of error, and precision, of

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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