A total station was setup on top of point A. The following observations have been recorded:Vertical AngleОссиpiedPointTargetPointSlope Distance(m)2171727225.539А-154414170.666It is required to calculate the elevation of point C, if the elevation of point B is 1193.772m. The reflectorheight was constant.Round your answer to 3 decimal places

The station and target points can be laid out as sin 15° 44' 14'' = x170.666 x = 46.289 m sin 17°…

A total station was setup on top of point A. The following observations have been recorded: Vertical Angle Оссupied Point Target Point Slope Distance (m) C 17 17 27 225.539 A B -15 44 14 170.666 It is required to calculate the elevation of point C, if the elevation of point B is 1193.772m. The reflector height was constant. Round your answer to 3 decimal places

A total station was setup on top of point A. The following observations have been recorded: Vertical Angle Оссupied Point Target Point Slope Distance (m) C 17 17 27 225.539 A B -15 44 14 170.666 It is required to calculate the elevation of point C, if the elevation of point B is 1193.772m. The reflector height was constant. Round your answer to 3 decimal places

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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