Pile
Group Analysis. This workbook has some concrete design in them, based on the ACI 318-99 Code in
their original form. To reflect the use of the ACI 318-05, I decided to give
the user the option of selecting what ACI Code is desired to be used, 318-99,
318-02, or 318-05, in those specific worksheets. Once the user selects the
desired ACI Code, the appropriate "phi" factors are displayed and used. One
word of caution, be careful not to mix & match "phi" factors and load
factors from the various concrete codes. It's obviously up to the user to be
consistent. For the purpose of just what specific concrete analysis and design
is done in this workbook, the selection of either ACI 318-02 or 318-05
gives the same results.
Calculation Reference
AISC
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