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#68740 - 04/04/17 02:52 AM Code stress in OPE
pooria1978 Offline
Member

Registered: 02/25/08
Posts: 264
Loc: Netherlands

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

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#68765 - 04/06/17 05:17 AM Re: Code stress in OPE [Re: pooria1978]
pooria1978 Offline
Member

Registered: 02/25/08
Posts: 264
Loc: Netherlands

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


Edited by pooria1978 (04/06/17 05:23 AM)
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