HSS Sections

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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alirezaii
Posts: 37
Joined: Fri Mar 16, 2012 8:07 am

HSS Sections

Post by alirezaii » Sun Oct 06, 2013 12:31 am

Hello vesna
I like use the HSS sections (Pipe) in my model. But the area and other section features dont confirm with those is achieved by in AISC3.PRO of ETABS model.
i.e. the section modeld in opensees is stiffer than the section in ETABS. Are the nominal dimentions diffrent from real dimentions?

mhscott
Posts: 874
Joined: Tue Jul 06, 2004 3:38 pm
Location: Corvallis, Oregon USA
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Re: HSS Sections

Post by mhscott » Sun Oct 06, 2013 6:32 pm

How far off are they? There will be some difference between the A and I computed with a fiber model using the nominal dimensions and those tabulated in professional design manuals. Same goes for wide flange I-beams.

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