• Industries
  • Products
  • Buy
  • Services & Support
  • Communities
  • Autodesk Robot Structural Analysis

    Reply
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-04-2012 07:06 AM in reply to: RG_Adsk

    Dear sir

     

    Confirmation  >>>>>> ((seismic pseudo model(ritz)) with dynamic mass is okay ?

     

    Thanks  a lot

    Refaat

    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-04-2012 07:14 AM in reply to: refaat

    Dear Sir

     

    As appears in the attached capture

     

    As I understand (T= structure period ) and what  about (reduction coeff.)?

     

    Thanks

    Refaat

    Please use plain text.
    Product Support
    Posts: 2,731
    Registered: ‎04-26-2010

    Re: Load to mass conversion

    10-04-2012 07:30 AM in reply to: refaat
     

    Confirmation  >>>>>> ((seismic pseudo model(ritz)) with dynamic mass is okay ?

     

    Okay

     

     



    Rafal Gaweda
    Product Support
    Autodesk, Inc.
    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-04-2012 07:40 AM in reply to: refaat

    Dear Sir

     

    As appears in the attached capture

     

    As I understand (T= structure period ) and what  about (reduction coeff.)?

     

    Thanks

    Refaat

    Please use plain text.
    Product Support
    Posts: 2,731
    Registered: ‎04-26-2010

    Re: Load to mass conversion

    10-04-2012 07:41 AM in reply to: refaat

     

     

    As I understand (T= structure period ) and what  about (reduction coeff.)?

     

    I need to check the codebook. Wait.



    Rafal Gaweda
    Product Support
    Autodesk, Inc.
    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-08-2012 03:11 AM in reply to: RG_Adsk

    Dear Sir

     

    Could i know if you have checked the code book ? I am waiting .

    (UBC97)

     

    Thanks alot

     

    Refaat

    Please use plain text.
    Product Support
    Posts: 2,731
    Registered: ‎04-26-2010

    Re: Load to mass conversion

    10-08-2012 04:48 AM in reply to: refaat

    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.
    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-08-2012 07:30 AM in reply to: RG_Adsk

    Dear Sir

     

    Pls , Could u give me more explanation ?. From where can i get it  and how to calculate it?

     

    Thanks

     

    Refaat

    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-09-2012 12:42 AM in reply to: refaat

    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

    Please use plain text.
    Product Support
    Posts: 2,731
    Registered: ‎04-26-2010

    Re: Load to mass conversion

    10-09-2012 12:56 AM in reply to: refaat

    1631.5.4 Reduction of Elastic Response Parameters for design.



    Rafal Gaweda
    Product Support
    Autodesk, Inc.
    Please use plain text.