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  • Users: ABU312
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  1. ABU312

    Above Ground Vertical Tank Foundation on Weak Grade.

    We are designing tank (Dia 20m -30m) foundations for a Petroleum product storage facility. the soil investigation revealed that the sub-grade is made of Pit(Organic matter) to a depth of 19-23m below existing ground level. we initially proposed two options thus: Piling or soil improvement by...
  2. ABU312

    Concrete Beam Deflection using STAAD

    I have been using STAADpro2004 just to run analysis and use the results to do designs using spreadsheets. I now want to do my designs using STAAD but have been some challenges, one of which is: when i have a concrete beam with a node(s) between supports, i cant find a command that will tell the...

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