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Robot Structural Analysis

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Distinguished Contributor
refaat
Posts: 121
Registered: ‎09-17-2012

Re: Load to mass conversion

10-09-2012 01:57 AM in reply to: Rafal.Gaweda

Dear Sir

 

I am very sorry to take a lot from your time.... I just want to confirm the information if possible .

Please , have a look to the attached capture , and correct me if I am wrong .

 

Thanks

Refaat

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Distinguished Contributor
refaat
Posts: 121
Registered: ‎09-17-2012

Re: Load to mass conversion

10-09-2012 07:23 AM in reply to: refaat

Dear Sir

 

I am very sorry to take a lot from your time.... I just want to confirm the information if possible .

Please , have a look to the attached capture , and correct me if I am wrong .

 

Thanks

Refaat

Please use plain text.
Product Support
Rafal.Gaweda
Posts: 4,930
Registered: ‎04-26-2010

Re: Load to mass conversion

10-09-2012 07:39 AM in reply to: refaat
 

I am very sorry to take a lot from your time.... I just want to confirm the information if possible .

Please , have a look to the attached capture , and correct me if I am wrong .

 

 

Changing value in direction may give you the same effect but in fact it rescales whole spectrum so you may get different base shear depending on code requirements (min base shear etc) and then such base shear is multiplied by this factor. So it is recomended to use direction =1 then set factor.



Rafal Gaweda
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Distinguished Contributor
refaat
Posts: 121
Registered: ‎09-17-2012

Re: Load to mass conversion

10-09-2012 08:38 AM in reply to: Rafal.Gaweda

Dear Sir

 

Thank you for your cooperation .

 

 Best Regards

Refaat

Please use plain text.