Code stress in OPE

Posted by: pooria1978

Code stress in OPE - 04/04/17 02:52 AM


Can anyone explain the output difference between when one manually combines the axial stress with bending stress at a node and what CII offers in Code stress column when a load case is set to (OPE)?

thanks in advance
Posted by: pooria1978

Re: Code stress in OPE - 04/06/17 05:17 AM


sorry, I totally forgot to include PD/4t into my calculation.