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  1. UtahEngineer

    Elevated Storage Tank

    I edit my response to second SKJ25. Note that ASCE says to include fluids with the same load factor as dead load, so the logic is there.
  2. UtahEngineer

    Elevated Storage Tank

    Assuming the tank is used for the same kind of chemical throughout its life I would consider it as dead load. Since the weight of the chemical isn't variable, you wouldn't need to consider variability like there is with live load. I would also do two analyses of the tank, one empty (low gravity...
  3. UtahEngineer

    Connection between Column and Base Plate

    AISC Code of Standard practice section 6.4.1 limits variation in length 1/16 in for members less than 30 ft long and 1/8 in for more than 30 ft long. This agrees with what Canwesteng said about not getting a substantial gap in AISC approved shops.

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