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Can I convert the concentrated load to be distributed on slab?(I mean is it permitted)

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mhdhamood

Structural
Joined
Oct 29, 2014
Messages
10
Location
AE
Dears;
An urgent question that I have to design for a deisel tank, it's base. the tank is 12.5 m* 2.80 m *2.4 m and it has three steel legs to be put on. The legs are 2.80 m * 0.50 m * 0.50 m. Shall I consider the load of the tank to be distributed on the three legs then put this load on the slab to design for it . Or it is permitted to distribute the load of the load over the whole base per unit area ? please show me with reliable reference.
Best regards
 
One would think that it would depend on what calculation you are trying to do. There are probably calculations where the 3 point loads need to remain point loads, and there are probably others where it's not important.

TTFN
faq731-376
7ofakss

Need help writing a question or understanding a reply? forum1529

Of course I can. I can do anything. I can do absolutely anything. I'm an expert!
 
mhdhamood , the link leads to just blank page. Could you please upload your file to
some other domain and provide its URL. Thank you.
 
sORRY i DONT KNOW THE PROBLEM
 
I suggest that you upload your image from your computer to some other file exchange server, and then provide a link. Or, you can create a free account on, say, awardspace.com, upload the file (using, for example, FTP commander program), and then provide the URL of that image.
 
Does your file name have spaces? That's sometimes a problem.

TTFN
faq731-376
7ofakss

Need help writing a question or understanding a reply? forum1529

Of course I can. I can do anything. I can do absolutely anything. I'm an expert!
 
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