Problem 2. The following observations were taken during a tacheometric survey using the stadia lines of a theodolite (multiplying constant 100, no additive constant.) Station Set Station Observed at B Calculate: A C Staff Readings U ML 5.62 6.92 8.22 3.14 4.45 5.76 a) the horizontal lengths AB and BC b) the difference in level between A and C; Vertical angle +5°32' -6°46' Bearing 26°36′ 174°18'

Problem 2. The following observations were taken during a tacheometric survey using the stadia lines of a theodolite (multiplying constant 100, no additive constant.) Station Set Station Observed at B Calculate: A C Staff Readings U ML 5.62 6.92 8.22 3.14 4.45 5.76 a) the horizontal lengths AB and BC b) the difference in level between A and C; Vertical angle +5°32' -6°46' Bearing 26°36′ 174°18'

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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