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

    Re: Load to mass conversion

    10-09-2012 01:57 AM in reply to: RG_Adsk

    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.
    Distinguished Contributor
    Posts: 118
    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
    Posts: 2,519
    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
    Product Support
    Autodesk, Inc.
    Please use plain text.
    Distinguished Contributor
    Posts: 118
    Registered: ‎09-17-2012

    Re: Load to mass conversion

    10-09-2012 08:38 AM in reply to: RG_Adsk

    Dear Sir

     

    Thank you for your cooperation .

     

     Best Regards

    Refaat

    Please use plain text.