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  • Structural Engineering - DRAFT -800 : LIMIT STATE DESIGN

    Bintee

    Member

    Updated: Oct 26, 2024
    Views: 1.0K
    Hey is there anyone hured about DRAFT -800?
    its a new Steel Structure Code which is on "LIMIT STATE DESIGN".
    Actually i have a problem in it.
    so if anyone is there to know about DRAFT - 800 then reply so i can post my Problem here.
    Thanks
    0
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  • Bintee

    Member • Feb 25, 2008

    Bintee
    Hey is there anyone hured about DRAFT -800?
    its a new Steel Structure Code which is on "LIMIT STATE DESIGN".
    Actually i have a problem in it.
    so if anyone is there to know about DRAFT - 800 then reply so i can post my Problem here.
    Thanks
    well thanks, i got solution of my question,
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  • Kaustubh Katdare

    Administrator • Feb 25, 2008

    Bintee
    well thanks, i got solution of my question,
    Bintee, how about sharing the solution with the rest of us? I guess it would help lot of engineers who're looking for the same.
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  • Bintee

    Member • Feb 25, 2008

    The_Big_K
    Bintee, how about sharing the solution with the rest of us? I guess it would help lot of engineers who're looking for the same.
    I m sorry, thanks for remind me.😀

    Well i m doing dissertation n topic is on Draft – 800, in which im doing Element design based on this code.

    My prob was. “For beam design there is Shear check and the condition is { Depth to thickness of web RATIO should be less then 67}, but if its not satisfy then we have to gone through CL:8.3 as per given in Draft – 800, so there is a one equation in which I had needed to find YIELD STRENGTH OF WEB.

    For that I gone through BS-5950-1 so I came to know that the value of “yield strength of web and flange” which is depend on thickness of thickest elements of the cross – section, and in BS:5950-1 code the Table is directly given.(Ref. Pg. No. 63 and 25)

    So I just want to know how we can determine value for same in our Draft – 800, and the
    SOLUTION : is given in same code SECTION – 2, TABLE 2.1, Sl.NO.8.

    THANK YOU😛
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