The following reading was taken during a practical class using 4.5m staff on slopingthe ground at an interval of 30 m for each staff :0.785, 1.455, 1.995, 2.435, 2.990, 3.485, 1.165, 1.960, 2.370, 3.645, 0.955,Q3.1.145, 1.635 and 2.555. Note that the bold value is BS.The reduce level at the first point given was 185.755m. Calculate the reduced levels ofthe points by using the HPC method and provide a sketch for the level at each point.

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The following reading was taken during a practical class using 4.5m staff on sloping the ground at an interval of 30 m for each staff : Q3. 0.785, 1.455, 1.995, 2.435, 2.990, 3.485, 1.165, 1.960, 2.370, 3.645, 0.955, 1.145, 1.635 and 2.555. Note that the bold value is BS. The reduce level at the first point given was 185.755m. Calculate the reduced levels of the points by using the HPC method and provide a sketch for the level at cach point

The following reading was taken during a practical class using 4.5m staff on sloping the ground at an interval of 30 m for each staff : Q3. 0.785, 1.455, 1.995, 2.435, 2.990, 3.485, 1.165, 1.960, 2.370, 3.645, 0.955, 1.145, 1.635 and 2.555. Note that the bold value is BS. The reduce level at the first point given was 185.755m. Calculate the reduced levels of the points by using the HPC method and provide a sketch for the level at cach point

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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