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  • Users: rakbaba
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  1. rakbaba

    sap2000 question

    can anybody give a really good hint to model a no-compression member in linear sap2000 analysis
  2. rakbaba

    effective buckling length

    dear colleagues, in order to take column buckling lengths equal to unity and use AISC-ASD design procedures, can we use pdelta analysis taking notional forces into account arising from imperfections and shall notional forces be included in pdelta combination in conjunction with dead and live...

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