Equivalent Frame Method on slab
Equivalent Frame Method on slab
(OP)
hello fellow eng-tips forumers
I am studying the the Equivalent frame method on the analyis (design) of a two way slab system
on the PCA, (ACI) I found a table on Appendix 20A showing various knf and Cnf
my question is, how did they derived on this kinds of values?
can you give me some reference regarding how they come up in the values reflected on the table? (stiffnes factor, carry over factors and many more)
thank you in advance
I am studying the the Equivalent frame method on the analyis (design) of a two way slab system
on the PCA, (ACI) I found a table on Appendix 20A showing various knf and Cnf
my question is, how did they derived on this kinds of values?
can you give me some reference regarding how they come up in the values reflected on the table? (stiffnes factor, carry over factors and many more)
thank you in advance
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RE: Equivalent Frame Method on slab
Or contact ACI via their website for the back-up development of that method.
RE: Equivalent Frame Method on slab
http://bit.ly/dJ48Fs