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  • Users: newlearner
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  1. newlearner

    Effect of column forces in designing column-beam connection

    As structural engineers, we normally provide the connection forces (moment, shear and axial forces) from a beam for MC connection between a column and a beam. The forces from the column (moment, shear and axial) are not provided. However, as per AISC design guideline 13, the column shear will...
  2. newlearner

    Should I sign on Schedule C-2?

    As a professional engineer in Alberta, I signed Schedule B-1 to authority that I will responsible for field review of concrete foundation. However, field review was performed by site engineers. Everything is arranged by the company. Now the construction is complete. I need to sign on Schedule...
  3. newlearner

    field review - what should I check?

    I am a structural engineer. I would like to know what should be done for field review as a professional in the concrete construction site. Any special item I should check? Comment and suggestion are appreciated very much. Thank.
  4. newlearner

    how much sustained compression capacity for a refused pile

    I am a structural engineer and need to solve a problem with refused steel pipe pile. 1.This is a group of 8 (2x4) pile foundation. Concrete pedestal is located at pipe pile location. Concrete beams are provided to tie the piles together. 2. The middle pipe pile should be driven to 26m, but...

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