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  1. hm_structural

    CBC requirements for seismic anchorage of temporary equipment

    Hi everyone, I am working on a public utilities funded pipeline relocation project. The site is heavily water logged due to rains and in SDC-D with a SDS = 1.06. I have a set of 6 bypass pumps (12.5kips wt each) which can be classified as "temporary equipment" per CBC-22 section 1617A.1.18 and...
  2. hm_structural

    Pin base column using epoxy anchors

    I am designing a moment frame to support a heavy ductile iron pipe. I have designed it as an intermediate moment frame with pin base columns. I am not able to deliver the uplift with over strength factor to the foundation with epoxy anchors set within the column flanges (typical pin base...

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