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.