1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m. Points B &C are ahead of point A. The surveyor used an internally focusing telescope with a stadia interval factor of 100. The table below shows the data recorded as observed for points B & C. Answer the following. (Show complete figures and solutions) a) What is the stadia constant of the instrument? b) What is the slope distance between the telescope at point A and the rod reading at point B? c) What is the difference in elevation between point B & C? d) What is the slope distance between the ground surface at point B and the ground surface at C? e) What is the elevation of point C if point A is at an elevation of +0316.15m above mean sea level? Correct Figure 1 attachment Vertical Stadia Hair Readings ROD/Point Angle Upper Middle Lower B -25°15 2.316 1.877 1.438 -45°57' 3.333 2.011 e.689

1) 2 points B & C were observed from point A where the instrument was set up at a height of 1.25m. Points B &C are ahead of point A. The surveyor used an internally focusing telescope with a stadia interval factor of 100. The table below shows the data recorded as observed for points B & C. Answer the following. (Show complete figures and solutions) a) What is the stadia constant of the instrument? b) What is the slope distance between the telescope at point A and the rod reading at point B? c) What is the difference in elevation between point B & C? d) What is the slope distance between the ground surface at point B and the ground surface at C? e) What is the elevation of point C if point A is at an elevation of +0316.15m above mean sea level? Correct Figure 1 attachment Vertical Stadia Hair Readings ROD/Point Angle Upper Middle Lower B -25°15 2.316 1.877 1.438 -45°57' 3.333 2.011 e.689

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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