CLOSED – COMPASS TRAVERSEThe Given Data is at 2nd photo DATA AND RESULTS1. OBSERVED DATAOBSERVED DISTANCE OBSERVED BEARINGLATITUDEDEPARTURELINE(m)(*'")N82° 12' ES 48° 12' E(m)(m)AB229.70+ 31.17+ 227.57BC130.55- 87.02+ 97.32CD161.46S 48° 20' W- 107.34- 120.61EFS 87° 43' W180.49- 7.19- 180.35EA171.83N 07° 59' w+ 170.16- 23.86D= 874.03Ca =0.070.222. ADJUSTED DATA by COMPASS RULEADJUSTEDADJUSTEDADJUSTEDLINELATITUDEDE PARTUREDISTANCE (m)BEARING (*")(m)(m)АВBCCDEFEA3. AREA BY DOUBLE MERIDIAN DISTANCE (DMD)ADJUSTEDADJUSTEDDMDLINELATITUDEDEPARTUREDA (sq. m)(m)(m)(m)ABBCCDEFEAΣDAАтотA B. PROCEDURE1. Establish corners of the designated field and mark these corners as stations A, B, C, D, and E withflaglets.2. Set up and level the Engineer's Transit at station A.3. Unlock the needle lifter of the compass box to enable movement of the compass needle.4. With the telescope in normal position, sight station A then lock the upper and lower clamps toprevent unnecessary movement of the upper plate. When the needle becomes stationary, readthe north end of the needle to determine the bearing of line AB. Record the obtained data in theaccompanying table.- The telescope is in normal position when the eye piece of the telescope is in the south end of the compassneedle or when the eye piece is above vernier A.- In reading bearings, the north end of the needle is the one without the attached copper wire.5. Transfer to the next station and repeat steps b, c, and d for bearings of lines BC, CD, DE, and EA.Record each obtained data in the accompanying table.6. Measure the lengths of lines AB, BC, CD, DE, EA. Record the obtained distances in theaccompanying table.daadedacdnsdeo

. DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m) (** ") (m) (m) AB 229.70 N 82° 12' E + 31.17 + 227.57 BC S 48° 12' E + 97.32 130.55 - 87.02 CD S 48° 20' W - 120.61 161.46 - 107.34 EF 180.49 S 87° 43' W - 7.19 - 180.35 EA 171.83 N 07° 59' w + 170.16 - 23.86 D=874.03 0.22 0.07 2. ADJUSTED DATA by COMPASS RULE ADJUSTED ADJUSTED ADJUSTED LINE LATITUDE DE PARTURE DISTANCE (m) BEARING (*") (m) (m) АВ BC CD EF EA G = Cd =

. DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m) (** ") (m) (m) AB 229.70 N 82° 12' E + 31.17 + 227.57 BC S 48° 12' E + 97.32 130.55 - 87.02 CD S 48° 20' W - 120.61 161.46 - 107.34 EF 180.49 S 87° 43' W - 7.19 - 180.35 EA 171.83 N 07° 59' w + 170.16 - 23.86 D=874.03 0.22 0.07 2. ADJUSTED DATA by COMPASS RULE ADJUSTED ADJUSTED ADJUSTED LINE LATITUDE DE PARTURE DISTANCE (m) BEARING (*") (m) (m) АВ BC CD EF EA G = Cd =

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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