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  1. structeng1985

    Lap Splicing #11 to #14 Bar

    Hello, I know that most codes limit lap splices to #11 bars and smaller. I'm wondering whether splicing #11 bar to #14 bar such as that between a column and oversized shaft, with a non-contact lap, is considered a #11 bar lap splice and thus allowed, or a #14 bar lap splice?
  2. structeng1985

    Curing concrete by flooding with water - how long after placement?

    Hello, I have a question regarding how long after a concrete placement it is acceptable to flood the concrete to cure it? I believe that as soon as finishing operations are complete, the concrete may be flooded to allow curing, provided that the flooding is static and not a flowing water. Does...
  3. structeng1985

    Tension member with eccentric connection

    Hello, I have a situation where two angles are spliced to and reduced to one single angle. The two angles are not back-to-back but rather the ends of the shorter leg are touching. These are tension members and I'm curious if the eccentricity of the connection would induce a moment, or if this...

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