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  1. R

    shoring strategy

    Thanks again for your previous explanation, it really helped clarify things. Just to confirm that I’ve understood the setup correctly: I’m replacing one or more columns at the 2nd floor level, and the load above (roof slab) must be temporarily supported. Since shoring from below isn’t an...
  2. R

    shoring strategy

    Hi everyone, I’m looking for structural input regarding shoring strategy during the replacement of one or more concrete columns in a reinforced concrete in the 2nd floor residential building located in seismic zone. Key context: The building has two floors above ground level, A few columns at...

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