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  1. alandjen

    Caissons and Piles - Design Responsibility

    I am a structural engineer in the Philadelphia region. Within the past year or two, there has been a trend where the design of the CIP piles, caissons, and concrete-filled pipe piles has not been provided by the geotechnical engineer for the project. My questions are: 1) Have other people seen...
  2. alandjen

    Design of Deep Foundations, Caissons and Piles

    I am a structural engineer in the Philadelphia region. Within the past year or two, there has been a trend where the design of the CIP piles, caissons, and concrete-filled pipe piles has not been provided by the geotechnical engineer for the project. My questions are: 1) Have other people seen...
  3. alandjen

    Slab to Column Moment Transfer Load Path

    Thanks for the response, but I'm still unclear of the load path, csd72. If you could elaborate in more detail I would very much appreciate it.
  4. alandjen

    Slab to Column Moment Transfer Load Path

    For two-way flat plate construction, thread thread726-155029 discussed the amount of unbalanced moment that is transferred by flexure from the slab to the column. That is clear. What is unclear, however, is the exact load path by which the moment transferred by flexure from slab to column...
  5. alandjen

    Slab to Column Moment Transfer Load Path

    For two-way flat plate construction, thread thread726-155029 discussed the amount of unbalanced moment that is transferred by flexure from the slab to the column. That is clear. What is unclear, however, is the exact load path by which the moment transferred by flexure from slab to column...

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