Equivalent frame analysis
Equivalent frame analysis
(OP)
Hey guys. Can someone tell me if i have done the 'equavalent frame analysis' right? And can someone tell me why all the slabs is 7200? I mean in line 1 and 2 the slab should be 6000 and as well in line 3 and 4.
Thanks in advance
http://files.engineering.com/getfile.aspx?folder=d...
http://files.engineering.com/getfile.aspx?folder=c...
Thanks in advance
http://files.engineering.com/getfile.aspx?folder=d...
http://files.engineering.com/getfile.aspx?folder=c...





RE: Equivalent frame analysis
7200mm is the transverse tributary width for the LINE B frame run.
3600mm from span A-B (ie 50% of 7200mm), and similarly, 3600mm from span B-C, for a total of 7200mm panel width.
The 1800mm red lines designate your half column-strips.
RE: Equivalent frame analysis
So are these areas correct for my slap?
I'm really confused regarding how to divide my slabs. I have used this from the eurocode see attachement 2
http://files.engineering.com/getfile.aspx?folder=3...
http://files.engineering.com/getfile.aspx?folder=b...
RE: Equivalent frame analysis
RE: Equivalent frame analysis
RE: Equivalent frame analysis
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
www.americanconcrete.com
RE: Equivalent frame analysis
Dik