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Robot Structural Analysis

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Active Member
eiriknor
Posts: 9
Registered: ‎03-14-2011
Accepted Solution

Shear considered in column calculations

355 Views, 6 Replies
02-28-2013 06:11 AM

I turn on "Shear considered" when I calculate a column, but then get the message "Unsatisfactory load capasity of the column." When I look at safety factors it says VRd/VSd = 0,00, see the attached file. I guess that means VRd = 0 kN, that again means that the column have no shear capasity at all, this must be wrong?

 

Eirik

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Product Support
Posts: 4,426
Registered: ‎04-26-2010

Re: Shear considered in column calculations

02-28-2013 06:47 AM in reply to: eiriknor

File please



Rafal Gaweda
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Active Member
eiriknor
Posts: 9
Registered: ‎03-14-2011

Re: Shear considered in column calculations

02-28-2013 08:48 AM in reply to: Rafal.Gaweda

Here you go.

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Product Support
Artur.Kosakowski
Posts: 4,242
Registered: ‎12-17-2010

Re: Shear considered in column calculations

03-01-2013 07:13 AM in reply to: eiriknor

Try to force the use of 32mm bars as main reinforcement.

 

32bar.PNG

 

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Artur Kosakowski
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Active Member
eiriknor
Posts: 9
Registered: ‎03-14-2011

Re: Shear considered in column calculations

03-02-2013 11:28 AM in reply to: eiriknor

OK, that solved the problem. But isn`t this a bug? If I set the corner bars diameter to "Auto", shouldn`t Robot figure this out self?

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Product Support
Artur.Kosakowski
Posts: 4,242
Registered: ‎12-17-2010

Re: Shear considered in column calculations

03-03-2013 11:22 PM in reply to: eiriknor

I have checked on the pre-release version of  Robot v.2014 and it does :smileyhappy:

 

Please note: Our quality assurance teams may need to reschedule some fixes. Please rely on the above timeline information as a guideline only and not a guarantee. We appreciate your understanding in this matter.



Artur Kosakowski
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Active Member
eiriknor
Posts: 9
Registered: ‎03-14-2011

Re: Shear considered in column calculations

03-05-2013 01:26 PM in reply to: Artur.Kosakowski
Love to hear that, keep up the good work.
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