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saaddk
Posts: 14
Registered: ‎04-23-2012
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Steel profile on steel plate

205 Views, 5 Replies
05-21-2012 07:14 AM

Hi, thanks for reading my post. I have modelled a HEB300 column on a 60 mm thick steel plate. The HEB300 column is welded together with the steel plate. This model seems to be wrong because when the column is loaded there is almost no stresses and forces on the steel plate. What can i do to make this model to work.

 

Hope anybody can help. Please see my model attached.

 

 

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Rafal.Gaweda
Posts: 4,993
Registered: ‎04-26-2010

Re: Steel profile on steel plate

05-21-2012 07:25 AM in reply to: saaddk

map.jpg



Rafal Gaweda
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Contributor
saaddk
Posts: 14
Registered: ‎04-23-2012

Re: Steel profile on steel plate

05-22-2012 01:46 AM in reply to: Rafal.Gaweda

Hi Thx alot for your reply and effort :smileyhappy: . Is the SXX results you are getting out, the bending stress from bending around about the X-AXIS? If it is , then is that around the local axises for each element, or can i see the bending stresses around the GLOBAL a-xis. What is the principal stresses which can be shown, is the bending stresses in the global direction? please let me know if anybody have a clue.

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Artur.Kosakowski
Posts: 4,606
Registered: ‎12-17-2010

Re: Steel profile on steel plate

05-22-2012 01:56 AM in reply to: saaddk
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Rafal.Gaweda
Posts: 4,993
Registered: ‎04-26-2010

Re: Steel profile on steel plate

05-22-2012 02:07 AM in reply to: saaddk
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Contributor
saaddk
Posts: 14
Registered: ‎04-23-2012

Re: Steel profile on steel plate

05-22-2012 03:33 AM in reply to: Artur.Kosakowski

thx a bunch !

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