Autodesk Robot Structural Analysis
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Re: Load to mass conversion
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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
Re: Load to mass conversion
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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
Re: Load to mass conversion
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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
Product Support
Autodesk, Inc.
Re: Load to mass conversion
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Dear Sir
Thank you for your cooperation .
Best Regards
Refaat


