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  1. Kussro

    Horizontal Bracing Connection Design for Structure Assigned to SDC "D"

    I'm designing a braced steel structure assigned to Seismic Design Category "D". The structure utilizes special concentrically braced frames (SCBF) for the vertical elements of the seismic force resisting system. Lateral seismic loads are delivered to the SCBF's by horizontal bracing members, not...
  2. Kussro

    Seismic Design of Foundations in SCBF

    For a structure assigned to SDC "D" does the overstrength factor apply to the design of the foundations for the columns in a Special Concentric Braced Frame (SCBF)?
  3. Kussro

    Seismic Design of Foundations

    For a structure assigned to SDC "D" does the overstrength factor apply to the design of the foundations for the columns in a Special Concentric Braced Frame (SCBF)?
  4. Kussro

    Roof Drainage Design in Coastal Climates

    What is the correct time interval to use when designing a roof drainage system (i.e. roof drains, gutters, roof conductors, etc.) in a coastal climate? The 2009 IPC states that the 100 year 1 hour storm event shall be used. However, it seems that shorter time intervals (e.g. 5 minutes) should be...

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