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Re: Load to mass conversion
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Dear sir
Confirmation >>>>>> ((seismic pseudo model(ritz)) with dynamic mass is okay ?
Thanks a lot
Refaat
Re: Load to mass conversion
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Dear Sir
As appears in the attached capture
As I understand (T= structure period ) and what about (reduction coeff.)?
Thanks
Refaat
Re: Load to mass conversion
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Confirmation >>>>>> ((seismic pseudo model(ritz)) with dynamic mass is okay ?
Okay

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: Load to mass conversion
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Dear Sir
As appears in the attached capture
As I understand (T= structure period ) and what about (reduction coeff.)?
Thanks
Refaat
Re: Load to mass conversion
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As I understand (T= structure period ) and what about (reduction coeff.)?
I need to check the codebook. Wait.

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: Load to mass conversion
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Dear Sir
Could i know if you have checked the code book ? I am waiting .
(UBC97)
Thanks alot
Refaat
Re: Load to mass conversion
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Could i know if you have checked the code book ? I am waiting .
(UBC97)
It is just a factor to multiply calculated base shear by it.

Rafal Gaweda
Product Support
Autodesk, Inc.
Re: Load to mass conversion
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Dear Sir
Pls , Could u give me more explanation ?. From where can i get it and how to calculate it?
Thanks
Refaat
Re: Load to mass conversion
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Dear Sir
Pls , Could u give me more explanation ?. From where can i get it and how to calculate it?
Thanks for your help
Refaat
Re: Load to mass conversion
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1631.5.4 Reduction of Elastic Response Parameters for design.

Rafal Gaweda
Product Support
Autodesk, Inc.



