The following tacheometric observations were made from Station A to Station 1 and 2. INSTRUMENT STAFF AT ZENITH ANGLE STAFF READING AT STATION UPPER MIDDLE LOWER 1.388 1.665 A 1 96°55' 0.899 0.409 2 122°18' 1.350 1.032 The height of of the instrument above the ground was 1.52m. Take stadia interval factor and constant as 100 and 0, respectively. If the staff was inclined by 1° to the vertical, solve for the following a. Error in horizontal and vertical distances if the staff is inclined towards the instrument for the line A-1.

The following tacheometric observations were made from Station A to Station 1 and 2. INSTRUMENT STAFF AT ZENITH ANGLE STAFF READING AT STATION UPPER MIDDLE LOWER 1.388 1.665 A 1 96°55' 0.899 0.409 2 122°18' 1.350 1.032 The height of of the instrument above the ground was 1.52m. Take stadia interval factor and constant as 100 and 0, respectively. If the staff was inclined by 1° to the vertical, solve for the following a. Error in horizontal and vertical distances if the staff is inclined towards the instrument for the line A-1.

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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