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Recent content by ttommyt

  1. ttommyt

    Wind Loads for CMU walls

    Thank you for your reply, The location is the West Coast of Florida
  2. ttommyt

    Wind Loads for CMU walls

    I am building a new residential building atop an old CMU footprint ( 1 story) I need to address wind loads for 103MPH sustained wind and 130 MPH on 3 second burst. Can anyone offer me a formula that I can apply to ascertain the worthiness of this wall?
  3. ttommyt

    Composite Beams and rigid diaphragms

    I have a problem with a structural load in a wood frame building, a 40' clear span with truss roof system that requires a truss girder cluster with 37153 lbs load in the center of the span. I can not put columns inside this span,I've dealt with crushing loads at the ends but, I need some advice...
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