Discussion :: Steel Structure Design - Section 3 (Q.No.6)
|Abishake said: (Sep 12, 2015)|
|We can also take WL/400.|
|Rajiv said: (Feb 1, 2016)|
|We can take WL/200.|
|Sainthal said: (Mar 15, 2017)|
|Yes, we can take WL/200.|
|Sanvi said: (May 21, 2017)|
|It is WL/400.|
|Abhi said: (Aug 26, 2017)|
|The wt of bolted/riveted plate girder = w/300.
For welded plate girders = w/400.
|Garry said: (Jan 18, 2018)|
|I agree @Abhi.|
|Abhishek Rai said: (Nov 21, 2020)|
|Self weight of girder = W/200 KN/M or WL/200 KN .
W=total factored imposed load.
Now here in question W is superimposed load so when we multiply with 1.5 then 1.5WL/300=WL/200 KN.
Therefore, the given answer is correct.
|Subha said: (May 22, 2021)|
|Can anyone state the source of the answer in IS code? I'm unable to find it. Thanks.|
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