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  1. R

    Existing Steel Joist Identity

    Hello, What is the best way to go about identifying and existing joist from the 90's with the following information?: Span 48 ft. Top Chord: (2) L2.5x2.5X1/4 Bottom Chord: (2) L2X2X3/16 32" deep.
  2. R

    Circular Column Ties - Retrofit

    Hi All, I am working on a rehab project where we are adding ties around a column that had broken ties and spalled cover concrete. For new columns we would lap by min 6" and hook the bars around the vertical bars. That is not feasible. Lap for a #4 bar is 19", but the contractor has made ties...

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