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  • Users: ILLINI99
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  1. ILLINI99

    kl/r greater than 100

    I have a project that has resulted in tall piers with a kl/r over 100 (drilled shafts to columns above ground). This disallows the use of the magnified moments used in AASHTO 5.6.4.3. AASHTO references the use of a "more refined procedure" for kl/r>100, but that is all that is given. I have...
  2. ILLINI99

    Plastic Analysis

    I am looking for a book that gives a good example of plastic analysis for a beam. What I am specifically looking for is a single span beam with a fixed end and a pinned end with a point load that is large enough to partially yield the section. Does anyone have a good reference, as I have not...
  3. ILLINI99

    wind turbine tower design-general question

    Does anyone know of a good reference for wind turbine tower design? Also, what code is typically used in the tower design? Thanks in advance, Illini99

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