Contents
- Index
Cantilevered Wall
If the profile is a cantilevered wall, after the user clicks Shoring from the Analysis menu, the shoring analysis page will appear:
Retaining Width
For a continuous wall, such as a sheet pile wall or a diaphragm wall, a unit width of 1 ft or 1 m can be used for analysis. For a soldier pile wall, the retaining width should be the spacing of the soldier piles.
Embedment Width
For a continuous wall, the embedment width should be the same as the retaining width. For a soldier pile wall, the embedment width should be the width of the soldier pile.
Factor of Safety
The user should provide a proper factor of safety for analysis.
After filling out the page, click the Analysis button for an analysis. After the analysis is completed, the Moment Diagram will appear. The user can use the diagram buttons to display the moment, shear, earth pressure, and failure surface diagrams. The detailed results are tabulated in the results table.