Well I did it!

Discussion in 'Ham Radio Discussions' started by K0BLR, Jun 6, 2021.

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  1. K0BLR

    K0BLR Ham Member QRZ Page

    The specs on what the concrete base has to be
  2. K0BLR

    K0BLR Ham Member QRZ Page

    I’m taking the tower to SE GA
  3. WB2WIK

    WB2WIK Platinum Subscriber Platinum Subscriber QRZ Page

    All concrete foundation requirements are clearly listed in the document I provided: That indicates the type of concrete, the dimensions for the excavation, and the type rebar (quantity and positioning) are all detailed right in that drawing.

    Did you read it?
  4. WB2WIK

    WB2WIK Platinum Subscriber Platinum Subscriber QRZ Page

    In SE Georgia, you could go with the 3' depth excavation as detailed in the Rohn document. This requires only very slightly less concrete, though, so I'd opt for the 4' deep excavation if possible. The "savings" with the 3' deep excavation is only about $50 or $75 worth of concrete, so it's not much to save.

    Either way, all other details remain the same and are all very clearly outlined in the Rohn BX drawing I provided.
  5. NY7V

    NY7V Ham Member QRZ Page

    It's because not all rebar is "weldable". Welding can cause the rebar to become brittle. It has to do with the carbon content of the steel.
    As a building inspector, it would fail because the registered design professional specifically forbade welding the rebar and embedments.
    KP4SX likes this.
  6. KK0SD

    KK0SD XML Subscriber QRZ Page

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