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Found 2 results

  1. Shahzad Khan
    Aoa! I want to compare deflection of a R.C.C Simply supported beam using Manual calculation and verification with SAP2000. My question is how does SAP2000 consider creep and shrinkage in deflection calculation for ACI Code, Australian Code and Euro-code (If Australian Code and Euro-code is available in SAP2000)? Please explain briefly. If i am not wrong, as per ACI Code the deflection calculated for a beam should be multiplied with creep and shrinkage coefficient after immediate deflection value.
  2. saleem khan
    how the creep and shrinkage analysis of tall building is carreid out in etabs.i have found no option,if someone have plz guide me.
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