5. Following observations were taken from two traverse stations by means of a tacheometer fined with ananallactic lens. The constant of the instruments is 100.Inst. station Staff stationHI (m)1.42Bearing220° 47'Vertical angle81° 35'+ 12°30'DB1.40Co-ordinate's of station A 226.3 N 184.8 WCo-ordinate's of station B 102.8 N. 96.4 WCompute the length and gradient of the line CD, if B is 6.00 m higher than A.-8° 35'Staff readings (m)0.760, 1.590, 2.4200.825, 1.845, 2.865

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5. Following observations were taken from two traverse stations by means of a tacheometer fined with an anallactic lens. The constant of the instruments is 100. Inst. station Staff station HI (m) Bearing 1.42 220° 47' 81° 35' Vertical angle + 12°30' Staff readings (m) 0.760, 1.590, 2.420 0.825, 1.845, 2.865 C D 1.40 B Co-ordinate's of station A 226.3 N 184.8 W Co-ordinate's of station B 102.8 N. 96.4 W Compute the length and gradient of the line CD, if B is 6.00 m higher than A. -8° 35'

5. Following observations were taken from two traverse stations by means of a tacheometer fined with an anallactic lens. The constant of the instruments is 100. Inst. station Staff station HI (m) Bearing 1.42 220° 47' 81° 35' Vertical angle + 12°30' Staff readings (m) 0.760, 1.590, 2.420 0.825, 1.845, 2.865 C D 1.40 B Co-ordinate's of station A 226.3 N 184.8 W Co-ordinate's of station B 102.8 N. 96.4 W Compute the length and gradient of the line CD, if B is 6.00 m higher than A. -8° 35'

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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