Structural Engineering - DRAFT -800 : LIMIT STATE DESIGN

[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

[Bintee]

Originally Posted by 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,

[The_Big_K]

Originally Posted by 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.

[Bintee]

Originally Posted by 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